INVESTIGATION OF SELECTED
          POTENTIAL
ENVIRONMENTAL CONTAMINANTS:
ASPHALT AND COAL TAR PITCH
         FINAL REPORT
  ENVIRONMENTAL PROTECTION AGENCY
     OFFICE OF TOXIC SUBSTANCES
      WASHINGTON, D.C. 20460

        SEPTEMBER 1978

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EPA-560/2-77-005
                      INVESTIGATION OF  SELECTED

               POTENTIAL ENVIRONMENTAL  CONTAMINANTS:

                     ASPHALT AND COAL TAR PITCH
                      Ruth P.  Trosset,  Ph.D
                      David Warshawsky, Ph.D.
                    Constance  Lee Menefee,  B.S.
                        Eula Binghara,  Ph.D.
               Department of Environmental Health
                       College of Medicine
                     University of Cincinnati
                     Cincinnati, Ohio   45267
                     Contract No.:  68-01-4188
                            Final Report
                           September, 1978
                 Project Officer:   Elbert L. Dage
                            Prepared for

                    Office of Toxic Substances
               U.S. Environmental Protection Agency
                     Washington, D. C.  20460
        Document is available to the public through the National
       Technical Information Service, Springfield, Virginia   22151

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                             NOTICE










     This report has been reviewed by the Office of Toxic




Substances, Environmental Protection Agency,  and approved for




publication.  Approval does not signify that the contents neces-




sarily reflect the views and policies of the Environmental Pro-




tection Agency, nor does mention of trade names or commercial




products constitute endorsement or recommendation for use.

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                               - 1 -
                         TABLE OF CONTENTS
Executive Summary

Introduction

Glossary                                                          6

I.     PHYSICAL AND CHEMICAL PROPERTIES                           8

       A.  Bituminous Materials                                   8

       B.  Asphaltic Materials                                   11

           1.  Petroleum Asphalt                                 11
               a.  Composition of Crude Oil                      11
               b.  Types of Petroleum Asphalts                   12
               c.  Fractionation of Asphalt                      13
           2.  Native Bitumens                                   22
               a.  Native Asphalts                               22
               b.  Asphaltites                                   23

       C.  Coal Tar Pitch                                        24

           1.  Source                                            24
           2.  Physical Properties                               29
           3.  Chemical Properties                               30

II.     ENVIRONMENTAL EXPOSURE FACTORS:  ASPHALT                  40

       A.  Production and Consumption                            40

           1.  Quantity Produced                                 40
           2.  Market Trends                                     40
           3.  Market Prices                                     43
           4.  Producers and Distributors                        43
           5.  Production Methods                                44

       B.  Uses                                                  50

           1.  Major Uses                                        50
               a.  Paving                                        50
                   (1)   Production and Consumption               50
                   (2)   Materials                                52
                   (3)   Process Descriptions                     53
               b.  Roofing                                       55
                   (1)   Production and Consumption               55
                   (2)   Products and Materials                   58
                   (3)   Process Descriptions                     59
           2.  Minor Uses                                        61
           3.  Alternatives to the Use of Asphalt                62

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                          TABLE OF CONTENTS
                             (continued)
        C.   Environmental Contamination  Potential                63

            1.   Controlled and Uncontrolled Emissions            63
                a.   Air Blowing                                 63
                b.   Roofing Mills                                65
                c.   Hot Mix Plants                               66
                d.   Paving                                      68
            2.   Contamination  Potential  of  Asphalt
                Transport and  Storage                            69
            3.   Contamination  Potential  from Disposal            69
            4.   Environmental  Contamination Potential
                from Use                                        70
            5.   Weathering and Microbial Degradation             71

 III.   ENVIRONMENTAL EXPOSURE FACTORS:  COAL TAR PITCH          75

       A.   Production  and Consumption                           75

            1.   Quantity Produced                                75
            2.   Market  Trends                                    75
            3.   Market  Prices                                    75
            4.   Producers  and  Distributors                       81
            5.   Production Process                               83

       B.   Uses                                                 85

            1.   Major Uses                                       85
            2.   Minor Uses                                       87

       C.  Environmental  Contamination  Potential                88

            1.   Emissions  from Production                        88
                a.  Coke Ovens  and Tar Distilleries              88
               b.  Graphite Manufacture                         88
                c.  Other  Production Processes                   91
           2.   Contamination  Potential  from Storage,
                Transport  and  Disposal                           91
            3.   Contamination  Potential  from Use                 93
           4.  Weathering                                       94

IV.    ANALYTICAL METHODS                                       96

       A.   Sampling                                             96

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                               - Ill -
                         TABLE OF CONTENTS
                            (continued)
       B.  Methods of Sample Analysis                            99

           1.  Separation Schemes                                99
               a.  Solvent Extraction and/or
                   Precipitation                                 99
               b.  Solid-Liquid Extraction                      100
               c.  Distillation                                 102
               d.  Chromatography                               102
           2.  Identification iMethods                           106
               a.  Infrared Spectroscopy (IR)                   107
               b.  Fluorescence and Phosphorescence
                   Spectroscopy                                 107
               c.  Mass Spectrometry (MS)                        109
               d.  Nuclear Magnetic Resonance
                   Spectrometry (NMR)                           110
               e.  Ultraviolet Spectroscopy  (UV)                110
               f.  Other Techniques                             111
           3.  Discussion of Existing and Proposed
               Analytical Methods                               112

       C.  Monitoring                                           118

V.     TOXICITY AND CLINICAL STUDIES IN MAN                     120

       A.  Effects on Organ Systems                             120

           1.  Effects of Asphalt                               120
               a.  Effects on the Skin                          120
               b.  Effects on the Respiratory System            120
           2.  Effects of Coal Tar Pitch                        121
               a.  Effects on the Skin                          121
               b.  Effects on the Eyes                          123
               c.  Effects on the Respiratory System            124
               d.  Other Effects                                124

       B.  Effects of Occupational Exposure                     126

           1.  Exposure to Asphalt                              126
               a.  Refineries                                   126
               b.  Other                                        127
           2.  Exposure to Coal Tar  Pitch                        128
               a.  Exposure during Production of Pitch          128
               b.  Exposure during Use                           133
                   (1)  Electrodes                               133
                   (2)  Patent Fuel  (Briquettes)                 136
                   (3)  Other                                    137

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                               - iv -
                         TABLE OF CONTENTS
                             (continued)
           3.  Combined Exposure to Asphalt and Coal
               Tar Pitch                                        140
               a.  Roofing                                      140
               b.  Paving                                       141
           4.  Prevention of Occupational Disease               143

       C.  Effects of Experimental Exposure
           to Coal Tar Pitch                                    146

       D.  Effects of Experimental and Therapeutic
           Exposure to Coal Tar Medications                     147

VI.    BIOLOGICAL EFFECTS ON ANIMALS AND PLANTS                 151

       A.  Effects on Mammals and Birds                         151

           1.  Poisonings                                       151
           2.  Toxicity                                         151
               a.  Coal Tar and Pitch                           152
               b.  Coal Tar Medications                         155
           3.  Carcinogenicity                                  156
               a.  Introduction                                 156
               b.  Asphalt                                      164
               c.  Tars and Pitches Derived from Coal           165
                   (I)   Coal Tar                                165
                   (2)   Heavy Tars or Pitches                   167
                   (3)   Coal Tar Pitch                          168
                   (4)   Coal Tar Medications                    169
                   (5)   Other Coal-Derived Tars                 170

       B.  Effects on Other Animals                             171

           1.  Fish                                             171
           2.  Invertebrates                                    171

       C.  Effects on Vegetation                                171

       D.  Effects on Microorganisms                            172

       E.  In Vitro Studies                                     173

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                               - v -
                         TABLE OF CONTENTS
                            (continued)

                                                               Page

VII.   REGULATIONS AND STANDARDS                                174

       A.  Current Regulations                                  174

           1.  Environmental Protection Agency                  174
           2.  Department of Transportation                     174
           3.  Occupational Health Legislation in
               Various Countries                                175
           4.  Department of Labor, Occupational Safety
               and Health Administration (OSHA)                 175
               a.  Coal Tar Pitch Volatile Standard             175
               b.  Coal Tar Pitch Volatile Standard
                   Contested                                    177
           5.  Department of Health, Education, and
               Welfare, National Institute for
               Occupational Safety and Health  (NIOSH)           178
               a.  Criteria Document:  Asphalt                  178
               b.  Criteria Document:  Coal Tar Products        178
               c.  Registry of Toxic Effects of
                   Chemical Substances                          179

       B.  Consensus and Similar Standards                      179

           1.  National Safety Council  (NSC)                    179
           2.  American Conference of Governmental
               Industrial Hygienists (ACGIH)                    179

VIII.  TECHNICAL SUMMARY                                        180

IX.    RECOMMENDATIONS AND CONCLUSIONS                          187

X.     REFERENCES                                               194

List of Information Sources                                     228

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                                   -  vi  -
                              LIST OF  TABLES

 Number                                                              Page
   1-1     Elemental Analyses  of Asphalt  Fractions
           and Natural Asphalts                                         14

   1-2     Concentration  Averages of Several
           Parent  PAH in  Asphalt (ppm)                                  21

   1-3     Typical Analyses  (Percent by Weight)
           of Tars                                                     28

   1-4     Terminology Applying  to Analogous
           Fractions as Determined by Four
           Fractionation  Procedures                                     32

   1-5     Molecular Weight and  Hydrogen  to Carbon
           Ratio of  Medium-Soft  Coke Oven Pitch                         32

   1-6     Compounds in Coal Tar Pitch or Refined Tar                   34

   1-7     PAH  in  Coal Tar                                              35

   1-8     Major Components of German High-Temperature
           Conversion Process Coal Tar                                  36

   1-9      Predominant Structures in Coke Oven Tar                      38

 II-l      United  States  Asphalt Production as Percent
           of Petroleum Refinery Yield                                  41

 II-2      Products  Manufactured by U.S. Petroleum
           Industry                                                     45

 II-3     Employment Size of Establishments  (SIC 2951)
          Paving Materials                                             51

 II-4     The Top Ten  Paving Mix Producers: 1974                       51

 II-5     Suggested Mixing and Application Temperatures
          for Asphaltic Materials                                      56

 II-6     Employment Size of Establishments  (SIC 2952)
          Roofing Materials                                            57

III-l     Crude Tar Production and Processing:  (Pitch
          Production 1954-1975                                         76

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                                  - vii -
                             LIST OF TABLES
                              (continued)

Number                                                               Page

III-2     Consumption of Coal Tar Pitch by Market
          (Thousand Tons)                                              80

III-3     Pitch Sales and Value                                        82

III-4     Levels of Airborne PAH in Emissions Associated
          with an Integrated Steel and Coke Operation                  89

III-5     Composition of Fresh Fumes From Roofing Pitch                92

  V-l     Temperature of Carbonization and Reported
          Excess of Lung Cancer                                       129

  V-2     BaP Concentrations at a Czechoslovakian Pitch
          Processing Coke Plant                                       131

  V-3     Incidence of Cancer in Aluminum Workers Exposed
          to Soderberg or Prebaked Anodes                             135

  V-4     Mortality Ratios for Several Causes of Death
          in Roofers                                                  142

 VI-1     Carcinogenicity of Asphalts, Tars, and Pitches
          Applied to the Skin                                         157

 VI-2     Carcinogenicity of Injected Asphalt and Coal
          Tar Samples                                                 160

 VI-3     Carcinogenicity of Inhaled Asphalt and Coal
          Tar Samples                                                 161

VII-1     Some Recognized Occupational Cancers for which
          Compensation is Given in Various Countries                  176

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                                  - viii -
                             LIST OF FIGURES

Number                                                               Page
  1-1     Partial Classification of Bituminous Materials                9

  1-2     Fractionation of Asphalt                                     16

  1-3     Stepwise Fractionation of Various Components
          of Asphalt                                                   20

  1-4     Origin of Coal Tar Pitch                                     27

 II-l     Annual Domestic Sales of Asphalt by Major
          Markets                                                      42

 II-2     Refinery Steps in the Production of Asphalt                  47

III-l     Crude Coal Tar Produced and Processed in
          By-Product Coke Ovens                                        77

III-2-     Annual Pitch Production and Sales 1954-1975                  78

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                                 - 1 -
                           EXECUTIVE SUMMARY







     Asphalt and coal tar pitch are bituminous materials  used as  binders,




saturants and weatherproof  coatings.  Although they are  similar  in certain




physical properties, they differ markedly in origin, composition, major




uses, and severity of biological effects.




Asphalt




     Petroleum asphalt is the residue, essentially uncracked, from the




fractional distillation of crude oil.  Small amounts of naturally occurring




asphaltic materials are also used.




     Commercial grades of asphalt are prepared to meet standard specifications




based on physical properties.  Base stocks of asphalt can be formulated




from residues of distillation, solvent deasphalting, or air blowing processes.




Liquid  (cutback) asphalts are prepared by diluting base stocks with organic




solvents.  Emulsions of asphalt and water are also used.




     Since 1970 annual asphalt sales in the United States have averaged




31 million tons.  Seventy-eight percent of the asphalt is used in paving,




17% in roofing, and 5% in miscellaneous applications, including dam linings,





soil stabilizers and electrical insulation.




     Emissions from airblowing and from manufacture of paving and roofing




materials have not been well characterized, but may contain entrained as-




phalt droplets, gases, trace metals, hydrocarbons, and large quantities of




particulates which may contain polynuclear aromatic hydrocarbons  (PAH),




several of which are carcinogens.




     A ninety-nine percent control level of the emissions from asphalt




production and processing is possible using currently available  thermal

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                                    - 2 -
  afterburners  (fume  incinerators) in conjunction with wet scrubbing units.




  Installation  of paving and roofing materials may be a localized  source of




  air pollution.  Emissions can be greatly reduced by maintaining the asphalt




  heating kettle temperature below 216°C during roofing operations, and by




  using emulsions to  replace cutback asphalts for paving.




      Vast surfaces  of asphalt covered roads, parking lots, runways and play-




  grounds are subject to microbial, chemical and physical degradation, which




  may produce some polycyclic aromatic, heterocyclic, and metallic substances,




  possibly toxic or carcinogenic, in air, waterways and sediments.




      Limited animal skin painting and inhalation studies suggest that as-




  phalt may be, at most, weakly carcinogenic.  Other health hazards have not




  been demonstrated.




    Few human  exposure studies are available.  Harmful effects from asphalt




cannot be identified in exposures to mixtures of asphalt and the more bio-




logically potent coal tar pitch, which have been common in paving, roofing,




and weatherproofing  operations.  It is generally agreed that asphalt is a




relatively harmless material to workers under proper working conditions  (U.S.




National Institute for Occupational Safety and Health, 1977a).





     Present regulations limit particulate emissions from new asphalt hot




mix plants and regulate effluent levels for new and existing paving and




roofing point sources using tars and asphalts.  The NIOSH recommended standard




for occupational exposure to asphalt fumes is 5 mg airborne particulates per




cubic meter of air (U.S. National Institute for Occupational Safety and Health,




1977a).   Although the OSHA standard on "coal tar pitch volatiles" has been




interpreted to include asphalt, the standard has not been successfully enforced.

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                                     - 3 -
Coal Tar Pitch




    Crude coal tar is a highly cracked product evolved during carbonization




of coal.  All coal tar pitch commercially available in the U.S.  is the distil- -




lation residue of by-product coke oven tar.     The amount of pitch produced




has declined from 2,004,000 tons in 1965 to  1,227,000 tons in 1976.  About




62% of this pitch is used as a binder or impregnant in carbon and graphite




products.  The largest single carbon product market is for carbon anodes




used in primary aluminum manufacture.  About 17% of the pitch produced is




burned as an open-hearth furnace fuel, and 7% is used for the manufacture




of "tar" saturated roofing felt and for certain commercial roofs.  A stable




market for pitch (10,000 tons annually) has  been its use as a binder in




"clay pigeons" for skeet shooting.  Pitch bonded and pitch impregnated re-




fractory bricks used to line basic oxygen furnaces, blast furnaces and foundry




cupolas represent a steadily growing market.




       Pitch can undergo the same basic processing as does asphalt, namely




air blowing, dilution with coal tar solvents, or emulsification with water.




Emissions from manufacturing processes using pitch may include large amounts




of pitch dust as well as pitch volatiles.  Air pollution control measures used




for asphalt fumes can also be used to contain emmissions from pitch.  Large




amounts of volatiles are emitted during the production of prebaked and graphi-




tized pitch-containing carbon products, a  major use of pitch.  During use of




such materials, higher levels of emissions are generated by self-burning elec-




trodes than by those that have been prebaked or graphitized before use.




       A large proportion of workers exposed to pitch and sunlight develop




moderate to severe acute phototoxic reactions of the skin and eyes.  Exposure to




pitch and coal tar can cause skin cancer    (U.S. National Institute  for Occupa-




tional Safety and Health, 1977b).  Inhalation of fumes and particulates may be

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                                       -  4 -
  related to  increased incidence of  lung cancer.  Some cases of cancer of the




  bladder and certain  other organs may be related to exposure to coal tar pitch.




  Although they  do  contain carcinogenic PAH, topical medications based on crude




  coal  tar, which have been widely used for the prolonged treatment of chronic




  skin  diseases, do not appear to have caused cancer in humans when properly




  used.




     Some attempt has been made to control worker exposure to emissions from




 coal tar pitch.  The present standard for "coal tar pitch volatiles" (other




 than coke oven emissions)  specifies that worker exposure to airborne con-




 centrations of pitch volatiles (benzene soluble fraction)  shall not exceed




 0.2 mg  per cubic meter of air (U.S. Department of Labor,  1977) .   The cur-




 rent interpretation of the coal tar pitch volatile standard covers volatiles




 from distillation residues not only of coal,  but also of other organic ma-




 terials including petroleum (i.e.,  asphalt).   Because coal tar pitch vola-




 tiles  are considered carcinogenic,  the National Institute for Occupational




 Safety and Health (1977b)  has  recommended a  standard for occupational ex-




 posure to coal  tar products, including coal  tar pitch,  of  0.1 mg  cyclohexane




 solubles per cubic meter of air  (the lowest  detectable  limit).









    Examination of the literature indicates  that the biological effects of




 asphalt are  probably  limited.  Large quantities, however,  are processed and




 the major uses  are in roofing and paving products  that  are permanently ex-




posed  to  slow degradation in the environment.   Coal  tar pitch, on  the other




hand, produces  acute  effects in a large proportion of exposed workers  as well




as possible  increased risk of cancer of several  sites after prolonged  ex-




posure.  The major uses of pitch involve occupational rather  than environmental




exposure.

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                                      -  5 -
                                INTRODUCTION









       Asphalt and coal tar pitch are used in a variety of industrial pro-




 cesses and manufactured products that utilize their properties as thermoplastic,




 durable, cementitious, water-resistant materials.  The Environmental Pro-




 tection Agency, Office of Toxic Substances, has requested a preliminary




 literature investigation of the environmental contamination potential




 of  these two bituminous materials.   This noncritical review is intended to




 serve as a source of  information to be used in evaluation of the severity of




 the environmental hazard and the need for further action concerning these




 two materials.





       In this report, "asphalt" is considered to be the residue, essentially




uncracked,  from the fractional distillation of crude petroleum.  Coal tar




pitch is defined as the residual product from the distillation of crude coal




tar, a cracked material, which is formed during the coking of coal.




       A survey of the literature since 1954 was conducted, referring to




older literature when recent information was unavailable.  The literature




review includes composition and properties; production figures and process




descriptions; contamination potential from manufacture and use,' analysis,'




toxicity and carcinogenicity to humans, animals, and plants; recommended




handling practices; legislation; and standards.  Conclusions and recommendations




based on the literature are also presented.

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                                   -  6 -
                               GLOSSARY









 ASPHALT - A black to dark-brown solid or semisolid cementitious material




 in which the major constituents are bitumens.  Asphalt occurs naturally




 (asphaltites and native asphalts)  or is obtained as the residue, essentially




 uncracked, from the straight distillation of petroleum.







 BITUMEN - A mixture,  completely soluble in carbon disulfide,  of hydro-




 carbons of natural and/or pyrogenous origin and their nonmetallic deriva-




 tives .







 BITUMINOUS MATERIAL - A mixture, containing bitumen or constituting the




 source  of bitumen,  occurring as natural (asphaltite,  tar sand,  oil shale,




 petroleum)  or manufactured (coal tar pitch,  petroleum asphalt,  wax)




 material.







 COAL  TAR  -  A  brown  or black bituminous  material,  liquid or  semisolid  in




 consistency,  obtained as  the condensate in the  destructive  distillation




 (coking)  of coal, and yielding  substantial quantities of coal tar pitch




 as a  residue  when distilled.







 COAL  TAR PITCH - A black or dark-brown  material obtained as the  residue




 in the partial or fractional  distillation  of  crude  coal  tar.  As  con-




 trasted to petroleum  asphalt, which  is  essentially  uncracked, coal  tar




pitch is a highly cracked material.

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                                  - 7 -
COAL TAR PITCH VOLATILES - The fumes from the distillation residue of coal

tar.  In legal use, this term refers to the volatiles from the distillation

residues of coal, petroleum or other organic matter.  In this report, use

of this term in connection with asphalt fumes has been avoided except in

discussion of the legal definitions.


CRACKING - A process (e.g., pyrolysis, thermal treating, coking) whereby

large molecules (as in oil or coal)  are decomposed into smaller, lower

boiling molecules, while reactive molecules thus formed are recombined

to create large molecules (including PAH) different from those in the

original stock.


PETROLEUM PITCH - A cracked product resulting from pyrolysis of gas oil

or fuel oil tars.  Because it shares certain properties with coal tar

pitch, it has been suggested as a replacement for it in some applications.

This term should never be used to refer to an asphalt product.  Petroleum

pitch is not included within the scope of this report.


Abbreviations:

     BaP     Benzo(a)pyrene

     BeP     Benzo(e)pyrene

     CTPV    "Coal tar pitch volatiles"  (see Glossary)

     PAH     Polynuclear aromatic hydrocarbons

     PNA     Polynuclear aromatic compounds, including both  hydrocarbons
              and heterocyclics  (use in this report has been avoided)

     PPOM    Particulate polycyclic organic matter

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                                       -  8  -
                       I.  PHYSICAL AND CHEMICAL PROPERTIES







 A.  Bituminous Materials




      Asphalt and coal tar pitch belong to a group known as bituminous materials.




 Bitumens are defined as mixtures of hydrocarbons and their norunetallic deri-




 vatives of natural or manufactured origin, which are completely soluble in




 carbon disulfide (Hoiberg, 1965a,b).




      In British and European usage,  however, the term "bitumen" is used to refer




 to the material known in the United States as "asphalt,"   Among the many ma-




 terials which may be considered as bituminous,  only native and manufactured




 asphalts and manufactured coal tar pitch,  as shown in Figure 1-1,  will be dis-




 cussed in this review.




     Asphalt is a dark  brown to black cementitious solid or semisolid material,




 composed predominantly  of high molecular weight hydrocarbons,  occurring either




 as  a native deposit or  as a  component of crude  petroleum,  from which it is




 separated as a distillation  residue without pyrolysis.   The asphalt content




 of  crude oils  varies from 9  to 75% (Ball,  1965),  and the nature of the asphalt




 varies  with its parent  crude.   About  98% of the asphalt used in the United States




 is  derived  from crude petroleum (Miles, 1977).




     Coal tar pitch is  the distillation residue of crude coal  tar,  which is a




pyrolysis product from  the high temperature carbonization  (coking)  of coal.




Coal tar pitches, brownish black to black  in color and  containing  at least 5000




compounds,  range from viscous  liquids  at ordinary  temperature  to materials




which behave as brittle solids  exhibiting  a characteristic  conchoidal fracture




 (McNeil, 1969).

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                msliUation

Gas Oil,
    'icatinq OiU,ekc.
cok«
               «n
                                                       o
    V
RESIDUE
                                                                           JNlWE
                                                                           Native A
   Gmharnite,
   Manjak
Native/ Asphalts
   Truiidadl fLake
                 SancU
    Bermurlez Cnke Asphalt
                                                                ..
                                                               Oil
                                                                    X
                                                                      Oil
                                                         Cteosobe.
                                                         ^{JkrtUjerve, OIL, ebc.

                             FIGURE  1-1.   PARTIAL CLASSIFICATION OF BITUMINOUS MATERIALS

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                                    - 10 -
     Because the uses of asphalt and pitch depend largely on physical prop-




erties, specifications are based on empirical tests using strictly defined




procedures.  Most of these tests are covered by standards of the American




Society for Testing and Materials (ASTM) (1973) and the American Associa-




tion of State Highway Officials (AASHO).  The Asphalt Institute (1974a)




presents brief descriptions of tests and methods for asphalt.  A few of  these




tests are as follows:




     Penetration - a measure of consistency expressed as the distance,




        in tenths of a millimeter,  that a standard needle penetrates under




        known conditions  of loading,  time and temperature.




     Softening point (ring  and ball,, R & B) - the temperature at which a




        standard weight ball sinks below the bottom of a standard ring




        containing asphalt.




     Viscosity  - a measure  of the consistency of asphalt at  two set




        temperatures.   Normally, the  viscosity-graded asphalt cements are




        identified by viscosity ranges  at 60 and 135°C..  Sixty




        degrees  is  the approximate maximum  temperature used  in pouring




        asphalt,  and  135°C  is the approximate mixing  and laydown temperature




        for hot  asphalt pavements.




    Flash point -  the temperature to which asphalt may be  safely heated




       without  an  instantaneous flash  in the presence of an open flame.




    Ductility -  the distance in air which  a standard briquet at 25°C can be




       elongated before breaking.




    Solubility - a measure of purity of  the  asphalt,  determined by  dissolving




       the asphalt in trichloroethylene  and  separating  the  soluble  and  insoluble




       portions by filtration.




    Water content - generally measured by  refluxing  asphalt  product with

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                                    - 11 -
        xylol or high-boiling-range petroleum naphtha and collecting and




        measuring the water condensate in a trap.




     Specific gravity - the ratio of the weight of a given volume of




        bituminous material to that of an equal volume of water at the




        same temperature, usually reported as 77/77°F.




B.  Asphaltic Materials




     1.  Petroleum Asphalt




a.  Composition of crude oil




     As indicated in the beginning of this chapter, the asphalt content of




crude oil varies  (9-75%) and the nature of asphalt varies with its parent




crude.  Crude oil is a very complex mixture and no single crude oil has




ever been completely defined  (Rossini and Mair, 1951, 1959; Rossini et al.,




1953; Altgelt and Gouw, 1975).  The enormous diversity of different crude




oils extends from light oils to heavy types found in  asphalt lakes.  These




variations are found not only in the viscosity, but also in the content and




length of paraffinic chains, number of aromatic carbon atoms, degree of




ring fusion and type and amount of hetero atoms.





     More than several hundred compounds have been identified in Ponca City




 (Oklahoma) crude oil.  They have been classified into nonpolar and polar




materials.  The nonpolar group includes straight chain alkanes,  (hexane,




pentane), branched alkanes  .(isooctane), cycloalkanes (butylcyclohexane),




and aromatics (propylbenzene  and  propyltettralin).   The polar group in-




cludes acids such as naphthenic acids, phenols, alkylthiols, cycloalkylthiols,




alkylthiophenes, pyridines, quinolines, indoles, pyrroles and porphyrins.




Nickel  (49-345 ppm, Berry and Wallace, 1974) and vanadium (0.3 to 0.6 weight




percent) are the most prominent trace metals that occur in petroleum  (Atlas





and Bartha, 1973; Yen, 1972). Calcium, magnesium, titanium, cobalt,  tin,

-------
                                    - 12 -
 zinc, and iron are also metals commonly found in crude petroleum.   These metals




 tend to accumulate in the residue.





 b.  Types of petroleum asphalts




     Distillation is the primary means for separating crude petroleum fractions.




 Asphalt is the high-boiling residual fraction.  Crude oil may be distilled first




 at atmospheric pressure to remove the lower boiling fractions such as gasoline




 or kerosine and then can be further processed by vacuum distillation, leaving




 a straight-run asphalt.  The asphaltic residue may also be processed with




 liquid propane or butane.  Vacuum distillation and propane deasphalting both




 affect the hardness of the residue.  When processed from the same stock,




 propane deasphalted residue differs little from straight-run residue (Corbett,




 1966;  Hoiberg e_t al.,  1963; Hoiberg,  1965a).   Straight-run asphalt accounts




 for 70 to 75% of all  the asphalt produced.




     Airblown asphalts  with modified properties as compared to straight run




 asphalt are  produced  from the asphalt stock by treatment with air at tempera-




 tures  of 200 to 280°C.   Catalysts such as phosphorus pentoxide,  ferric oxide




 or zinc chloride/used  in concentrations from 0.1 to 3%xreduce the air blowing




 time.   The  asphalt undergoes dehydrogenation and polymerization by ester




 formation and carbon linkage (Smith and Schweyer,  1967;  Haley,  1975;  Corbett,




 1975)  during these  processes.   The presence  of dicarboxylic anhydrides in




 oxidized asphalts has been confirmed  by infrared spectroscopy (Petersen et al.,




 1975).   There  is a  decrease in the aromatic  resin content and an increase




 in  the  asphaltene content and hydrogen bonding basicity of airblown asphalt





 (Harbour  and Petersen,  1974).   Air blowing results in a product  with a




higher softening point  for given  penetration  than straight reduced asphalt,




while catalytic air blowing produces  a still  higher softening point.   Air




blown asphalt, which accounts  for 25  to 30% of asphalts  used, is a

-------
                                    - 13 -
viscous .material that is less susceptible to temperature change than straight




run asphalt.




     Treatment of asphalt at high temperature (480-590°C)  and pressure (200 psig)




produces thermal asphalts, less than 5% of total production of asphalt, which




are not commonly available because catalytic cracking for the production of




gasoline has largely replaced thermal cracking.  Such asphalts are characterized




by a relatively high specific gravity, low viscosity and poor temperature




susceptibility (little change in consistency with increased temperature).




They have a lower hydrocarbon to carbon ratio  than, straight run asphalts.




Highly cracked residues have infrared spectra similar to those of coal tar




pitches  CCorbett, 1965; Hoiberg £t a^.,  1963; Hoiberg,  1965a).  The vis-




cosity is more susceptible  to  temperature  change in  thermal  asphalts  than




in straight run asphalt.



     An elemental analysis of asphaltic  residues (% by weight) shows  carbon




ranging from 80 to 89%, hydrogen from 7  to 12%, oxygen  from  0  to 3%,  sulfur




from trace to 8% and nitrogen from trace to 1%  (Table 1-1).




c.  Fractionatipn of asphalt




     The high molecular weight  (M.W. 100-2500)  asphaltene  fraction is precipi-




table by n-pentane, hexane or naphtha and, despite source, appears constant  in




composition as determined by carbon-hydrogen analysis.  Asphaltenes are  solid




at room temperature and show some degree of crystallinity  by X-ray diffraction.




The concentration of asphaltenes to a large extent determines  the viscosity




of asphalt  (Altgelt and Harle, 1975; Reerink, 1973;  Reerink  and Lijzenga,  1973) .




     Maltenes, the nonprecipitated fraction, are generally considered to




contain resins CM.W. 500-1000) characterized by high temperature susceptibility




that are either adsorbed on activated clays or  precipitated  by sulfuric  acid

-------
                TABLE I-l. ELEMENTAL ANALYSES OF ASPHALT FRACTIONS AND NATURAL ASPHALTS
Softening Penet
point (ring 20.
and ball)
°C
.ration, Elemental analyses, % by wt
c,°r ratio,
C H S N Oa C/H
Petroleum
Straight run

  asphaltenes

  petrolenes

Air-blown

  asphaltenes

  petrolenes

Highly  cracked
50-70
80-90
 50
12-46
21-38
80.5-83.5   7.3-8.0   4.6-8.3   0.4-0.9   0-1.8  0.85-0.97

82.0-84.8  10.0-10.6  0.4-5.5   0.5-0.5 0.7-1.4  0.65-0.70


80.7-84.8   7.8-8.2   3.7-7.3   0.5-0.8 2.0-2.8  0.82-0.88

82.5-84.3  10.9-11.5  2.3-5.4     0.4   0.8-1.3  0.62-0.64
 36
asphaltenes
petrolenes
Native
Trinidad 90-91
Bermudez 60-70
88
87

1.5-4 80
20-30 82
.9
.9

.82
.9
5
7

10
10
.9
.9

.7
.8
3
3

6
5
.0
.7

.8
.9
0
0

0
0
.4
.5

.8
.8
1
0

0
0
.25
.93

.64
.64
 a Oxygen determined by difference
 Sources:   Hoiberg e_t al^. ,  1963

-------
                                     -  15  -
 or  a solvent  (acetone, isobutyl alcohol, propane).  The nonprecipitable maltene




 fraction  consists of oils  (M.W. 250-600) which may contain appreciable quantities




 of  wax  and  are  characterized by low  temperature  susceptibility.




      The  petrolene  fraction  (M.W. 500-1000) boils below 300°C and is soluble in




 low-boiling saturated hydrocarbons such as n-pentane.




      In addition, asphalts may contain saponifiable material and acids,




 the content of  which is determined as percent naphthenic acids in the original




 crude (Corbett,  1966; Hoiberg, 1965a; Hoiberg ejt al_., 1963).





      Most separations of asphalt into its constitutional components rely on some




 type of preliminary fractionation  (Figure 1-2) prior to the use of gel permea-




 tion, gas-liquid, paper, gravity fed column or high performance chromatography




 (Couper,  1977;  Schweyer, 1975).  The fractions obtained are then further analyzed




 by  use  of ultraviolet spectrometry,  nuclear magnetic resonance, infrared spectros-




 copy, electron  spin resonance, atomic absorption or X-ray diffraction, as de-




 scribed in  Chapter  IV.




      Five principal operations  (distillation, extraction, adsorption, precipi-




 tation  and  chromatography) are used  in various combinations for the  fractionation




 of  asphaltic  bitumens  (Rostler,  1965;  Hoiberg,  1965a;  Hoiberg £t al_., 1963)




 to  produce  a  variety of  fractions  that can be classified into a few general




 groupings (Figure  1-2).  However,  none  of these  fractionation methods have




 provided  satisfactory results when used separately.




     Distillation




     Distillation is used to concentrate the asphaltenes and maltenes and




to separate out the petrolenes.   However, this method by itself is not useful




as an analytical separation procedure for complex mixtures (Hoiberg,1965).

-------
           ASPHALT
                 n-pentane
4- 4
Insoluble So
ASPHALTENES MAL
luble
TENES
extraction, precipitation
or column chromatography
4, -J'
OILS RESINS
FIGURE 1-2.  FRACTIONATION OF ASPHALT

-------
                                    - 17 -
     Extraction




     Carbon disulfide has been used in the separation of asphalt into low




boiling petrolenes and a residual fraction, while n-pentane has been used as




a means of fractionating asphalt into asphaltenes and raaltenes.  However,




these types of extractions give only a partial separation of asphalts (Rostler,




1965).




     A more complex separation involves the Hoiberg method (Hoiberg and Garris,




1944) which separates the asphalt stepwise into five fractions: (1) asphaltenes




(2) hard resins,  (3) waxes,  (4) soft resins, and (5) oils.  The Traxler-Schweyer




method (1953), a simplified Hoiberg method, consists of stepwise separation into




(1) asphaltenes precipitated by n-butanol and (2) a n-butanol-soluble fraction




consisting of paraffins and naphthenes.  Lastly, the method of Knowles  et al.




(1958) involves stepwise fractionation into-(l) asphaltenes,  (2) soft and hard




resins, (3) waxes and (4) paraffinic and naphthenic oils.  This last method




is valuable because it separates asphalts into waxes, two types of resins and




two kinds of oils.




     Adsorption




     Fractionation by adsorption has involved charcoal, charcoal and sand,




and various kinds of molecular sieves.  Early methods consisted of heating




mixtures of liquid bitumens with adsorbents such as charcoal and fuller's earth,




followed by filtration.   They are considered the predecessors of modern




chromatographic methods, which use the principles of both solvent extraction




and adsorption.  Molecular sieves can still be considered to be a relatively




new tool which is being incorporated into separation procedures for asphaltic




bitumens (Rostler, 1965; Couper,  1977).

-------
                                      - 18 -
     Chroma tography




     A number of fractionation methods have used chromatography,  either by




 itself or in combination with extraction and adsorption methods.   Silica gel




 is used to separate maltenes into resins and oils and maltenes or asphal--




 tenes into non-aromatics, aromatics and polar compounds.   The Glasgow-Ter-




 mine method, which also uses silica gel, elutes two pentane fractions  and one




 fraction each of benzene, carbon tetrachloride and ethanol, while the




 Hubbard-Stanfield method involves (1)  precipitation of asphaltenes with




 n-pentane,  (2)  elution of oils from alumina with n-pentane and (3) elution




 of resins from alumina with methanol-benzene mixture.   In each of these




 methods,  however,  the overlapping of components from each fraction is  typi-




 cal for these chromatographic techniques (Rostler,  1965).




      Two elaborate methods have been attempted by Kleinschmidt (1955)  and




 O'Donnell (1951).   The Kleinschmidt method involves (1)  precipitation  of




 asphaltenes  with n-pentane,  (2)  elution of the n-pentane soluble  fraction from




 fullers earth to obtain (a)  white oils with n-pentane, (b)  dark oils with methy-




 lene  chloride/ (c)  asphaltic  resins with methyl ethyl ketone,  ar.d  (d)  a black




 residue desorbed with a mixture of acetone and chloroform.   The O'Donnell method




 involves  molecular distillation on the basis of molecular size followed by silica




 gel chromatography to separate saturates,  aromatics,  and  resins.   The  saturates




 are dewaxed  followed  by urea-complex formation to separate  long chain  paraffins,




 and the aromatics  are separated  by alumina chromatography into mono- and di-cyclic




aromatics, followed by peroxide  oxidation  and another  chromatography to  separate




the benzothiophene analogs.

-------
                                     - 19 -
     Precipitation




     The chemical precipitation methods, use excess amounts of reagents to remove




one component or fraction from the complex mixture.  One method (Rostler, 1965)




involves the precipitation of asphaltenes by low boiling hydrocarbons, followed




by precipitation  with sulfuric acid.  The Rostler-Sternberg method (1949) in-




volves precipitation of asphaltenes with n-pentane and selective precipitation




of the nitrogen bases and acidaffins 1 and 2 by use of successive concentrations




of H2SC>4 (85%, 98%, fuming  (S03)).  The applicability of these methods to complex




mixtures is still under investigation.  A more recent method by Corbett  (1969)




uses n-heptane, benzene, and methanol-benzene-trichloroethylene as solvents




to obtain petrolenes, asphaltenes, saturates, aromatics and polar fractions.






     All of the methods and combinations described above, as well as others




described in reviews (Couper, 1977; Schweyer, 1975; Altgelt and Harle, 1975),




have been used in analysis of the complex mixtures of various types of asphalts.




Figure 1-3 shows a composite stepwise fractionation of the various components




of asphalt.




     Techniques such as solvent fractionation, thermal diffusion and sulfuric




acid precipitation and chromatography have yielded asphaltic fractions that have




been examined using infrared  (Petersen et al., 1971) and ultraviolet specr




troinetryr X-ray diffraction, nuclear magnetic resonance, electron spin reson-r




ance and:atomic absorption  (Couper, 1977).




     Little is known at present about polynuclear aromatic hydrocarbons  (PAH)




in asphalt.  Wallcave et al.  (1971) have presented average concentrations of




PAH in asphalt obtained from various sources  (Table 1-2).  More work needs  to




be done in the area of PAH determinations in  asphalt.

-------
                                ASPHALT
                                  J_
         ASPHALTENES
                                           MALTENES
                       "1
  REACTIVE
ASPHALTENES
NONREACTIVE
ASPHALTENES
RESINS
                                                                           OILS
                                               I
                                         1st ACIDAFFINS
                                          NITROGEN
                                            BASES
                                                  2nd ACIDAFFINS
                                                                                        M
                                                                                        o
                                                                 NAPHTHENES
                                                              ALIPHATICS
                                                                              WAX
                                                                    LIQUID
         FIGURE  1-3.    STEPWISE FRACTIONATION OF VARIOUS COMPONENTS OF ASPHALT

-------
                         TABLE 1-2*    CONCENTRATION AVERAGES OF SEVERAL PARENT PAH  IN ASPHALT  (ppm)
Asphalt Phenanthrene Pyrene Benz[a]-
anthracene
1
2
3
4
5
6
7
8
2.3
0.4
3.5
1.3
0.6
^35
' 1.1
^2.3
0.6 0.15
1.8 2.1
4.0 1.1
8.3 0.7
0.9 0.9
38 35
0.3 0.2
0.08
Tri-
phenylene
0.25
6.1
3.1
3.4
3.8
7.6
1.0
0.3
Chrysene Benzo[a]-
pyrene
0.2 0.5
8.9 1.7
2.3 1.3
3.9 2.5
3.2 1.6
34 27
0.7 0.1
0.04
Benzofe]- Perylene Benzofghi]- Coronene
pyrene perylene
3.8 - 2.1 1.9
13 39 4.6 0.8
2.9 2.2 1.0 0.5
3.2 6.1 1.7 0.2 w
6.5 2.9 2.7 0.9 '
52 3.0 15 2.8
1.6 0.1 0.6 0.9
0.03 - Trace
Benzofluorenes, fluoranthene, benzo[k]fluoranthene, anthracene, picene and indeno[l,2,3-cd]pyrene
  are present in trace amounts.

Source:  Wallcave et al^v 1971

-------
                                      - 22 -
      As indicated previously, some of the metals present in crude oil tend to




 accumulate in the asphalt.  Vanadium, nickel, and iron tend to be concentrated




 in the asphaltene fraction  (Corbett, 1967),  Vanadium chelates have been




 studied in petroleum asphaltenes (Tynan and Yen, 1969; Wolsky and Chapman,




 (1960).




      Other metals are bound to polynuclear aromatic compounds containing




 sulfur, nitrogen and oxygen polar groups as well as naphthenic and paraffinic




 side chains.   During air blowing, these polynuclear aromatics are converted




 to asphaltenes.   Removing the asphaltene fraction from blown asphalt can re-




 move up to 97% of the organometallics.







      2.   Native  Bitumens




      Native bitumens include a wide variety of natural deposits ranging in




 character from crude oil to sand and limestone strata impregnated with bi-




 tuminous  material.   Only a few of these materials are classified as asphalts.




 a.   Native asphalts




      The  native  asphalts include a  variety of reddish brown to black materials




 of semisolid,  viscous-to-brittle character.   They can occur in relatively pure




 form, with 92  to 97% soluble in carbon  disulfide and only 3 to 8% mineral con-




 tent, as is the case  for  Bermudez (Venezuela)  lake asphalt,  or in less pure form,




wi-ch a  carbon disulfide-soluble fraction  of  39% and a mineral  content of




 27%,  as is the case  for  Trinidad lake asphalt (Table 1-1).   Trinidad lake as-




phalt is dull black  and semiconchoidal  in fracture, with a penetration of 10




at 30°C and a softening  point (R & B) of 85° c.   When gas and water  are driven




off at 100°c,  Trinidad asphalt  loses  29% of its  weight and  the carbon disulfide-




soluble fraction  increases to 56% while  the mineral  content increases to 38%.

-------
                                     - 23 -
     Frequently, the bitumen is found in pores and crevices of sandstones,




limestones or argillaceous sediments and is known as rock asphalt.  The term




"tar sands" has been used by geologists to designate sands impregnated with




dense, viscous asphalt found in certain sedimentary structures, such as the




Athabasca tar sands now being mined in Alberta, Canada (Hanson, 1964; Broome,




1965; Camp, 1969; Breger, 1977).





b.   Asphaltites




     Asphaltites are naturally occurring, dark brown to black, solid, and




relatively nonvolatile bituminous substances differentiated from native as-




phalts primarily by their high content of n-pentane insoluble material




(asphaltene) and their high temperature of fusion, 115 to 330°C  (R & B).  Among




these are gilsonite, grahamite and manjak, all of which are in the pure state,




with close to 100% carbon disulfide solubility and less than 5% jnineral




content.  Gilsonite, the native asphaltite most commonly used, is found




in western Colorado and eastern Utah.  It is black in color with a bright




luster, a conchoidal fracture, and a penetration at 41°C of 3 to 8 with a




softening point (R & B) of 230 to 350°F  (110 to 177°C).  Gilsonite has a car-




bon content of 85 to 86%, is soluble in carbon disulfide to 98%, and has




a specific gravity of 1.03 to 1.10 at 25°C  (77°F).




      Grahamite is found in a single vertical fissure in a sandstone in




West Virginia.  It has a specific gravity of 1.15 to 1.20 at 77°F and a




softening point (R & B) of 350 to 600°F  (177 to 315°C), and a high tem-




perature of fusion which distinguishes it from gilsonite.  Other deposits




in the United States, as well as in Mexico, Cuba and certain areas of




South America, have yielded bitumens corresponding in general to the graha-




mite in West Virginia, and are therefore referred to under this name.

-------
                                       - 24 -
       A third broad category is known as  glance pitch or manjak, originally




  mined in Barbados, West Indies.   The specific  gravity at 77°F  (25°C) is




  1.10 to 1.15,  with a carbon content  of 80  to 85%, a softening point  (R s B)




  of 230 to 350°F  (110.to 177°C),  a carbon disulfide soluble fraction of 95%,




  a  black color  and a bright to fairly bright luster with a conchoidal to




  hackly fracture.   This  asphaltite is considered an intermediate between graha-




  mite and gilsonite because of its specific gravity and fixed carbon  (Broome,




  1965;  Hanson,  1964;  Hoiberg ejt a^.,  1963;  Breger, 1977).




  C.     Coal Tar Pitch




       1.  Source




       Coal can be described as a compact stratified mass  of vegetation^  inter-




 spersed with smaller amounts of inorganic matter,  which has been modified  chemi-




 ically and physically by agents over time.   These  agents  include the action of




 bacteria and fungi, oxidation, reduction, hydrolysis and  condensation,  and the




 effects of heat and pressure in the presence of water.  The chemical properties




 of  coal depend upon the  amounts and ratios  of different constituents present in




 the vegetation,  as well  as the nature and quantity of  inorganic material and the



 changes which these constituents  have undergone (Francis, 1961).




       Coal,  therefore, has a rather complicated chemical  structure based on




 carbon and hydrogen with varying  amounts of oxygen, nitrogen and sulfur.   Bi-




 tuminous coal,  from which coal tar pitch is derived, contains a number  of  PAH,




 including carcinogenic benzo(a)pyrene (BaP) and benz(a)anthracene  (Tye  et  al.,




 1966), and a variety of toxic trace elements such as antimony, arsenic,  beryllium,




 cadmium,  lead, nickel, chromium,  cobalt, titanium, and vanadium (Zubovic,  1975).




      When coal is  pyrolyzed,  a variety of  changes occur: above 100°C free




water evaporates; above  200°C  combined water and carbon dioxide are  evolved;




above 350°C bituminous coals soften and melt, decomposition begins,  and tar

-------
                                     - 25 -
and gas are evolved; at 400 to 500°C most of the tar is evolved;  at 450 to




550°C decomposition continues and the residue turns solid; above 550°C the




solid becomes coke and only gas is evolved; around 900°C no more gas is




evolved and only coke remains; above 900°C small physical changes occur




     When coal undergoes carbonization, it passes through two steps of de-




composition: onset of plasticity at 350 to 500°C and advanced decomposition at




650 to 750°C.  Volatile products released at each stage undergo a series of




secondary reactions as they pass through the coke before emerging from the




retort.  The volatiles are separated by fractional condensation or absorption




into tar, ammoniacal liquor, benzole, and illuminating or heating gas (McNeil,




1966a).




     The major reactions in the conversion of primary carbonization products




into tars (McNeil, 1966a) areJ




          1)  cracking of higher molecular weight paraffins to gaseous




     paraffins and olefins;




          2)  dehydrogenation of alkylcyclic derivatives to aromatic




     hydrocarbons and phenols;




          3)  dealkylation of aromatic, pyridine and phenol derivatives;




          4)  dehydroxylation of phenols;




          5)  synthesis of PAH by condensation of simpler structures;




          6)  disproportionation of PAH to both simpler and more complex




     structures.




     The temperature of carbonization and contact time with the hot coke




bed and heated walls of the retort will determine the composition of tars,




as well as the extent of the reactions.  Tars from the different types of




carbonization processes vary widely as to their composition and characteristics.

-------
                                     - 26 -
 The term low temperature carbonization refers  to pyrolysis  of  coal to a




 final temperature of 700°C.   The  final solid product  is a weak coke with




 high yields  of tar and oil and low yield of gas.  High temperature carboni-




 zation is pyrolysis of coal  between 900°C and  1200°C, with  town gas as the




 product and  coke  as the by-product at  the lower temperature and metallurgical




 coke as the product and gas  as  the by-product  at the higher temperature




 CEncyclopaedia Britannica, 1974) .




     Coal tar pitch is  the  residue  from the processing of coal  tar (Figure 1-4),




 Pitches or "refined tars"  are obtained from the distillation of tars and rep-




 resent  from 30 to  60%  of the tar components (McNeil, 1966a) (Table 1-3).




 Distillate oils (described later)   obtained by  steam or vacuum  distillation of




pitch or pitch crystalloids or  from coking of  pitch are the only fractions




 from which pure chemical compounds  are  isolated.




    McNeil (1966a) has described the change in composition of  tars found as




the temperature increases  from vacuum distillation or low temperature carboni-




zation to high temperature carbonization:




          (a)   The amounts of paraffins and naphthenes decrease and




     disappear, the naphthenes fading out before the paraffins.




          (b)   The amount of phenolic material falls from about 30% to a




     small value.




          (c)   The proportion of aromatic hydrocarbons increases from a low




     figure to over 90%.




          (d)   The proportions of  aromatic,  phenolic and heterocyclic




     compounds  containing alkyl side chains  decrease markedly.




          (e)   The proportion of condensed  ring compounds  containing more




     than three fused rings increases.




          (f)   The yield of coal carbonized  decreases  from 10%  to less than 5%.

-------
      CCM
        V
'Upper boiliiur point U3O"c I
 Includes benxe.ru., toluene, xulcnt.na^lilna, a
  liv&tflts «hHirfrcenc. and creosote, Auctions.
                      TfiflEDTIK
            ana toumattmc..
           5.
                                IHC14
FIGURE 1-4.  ORIGIN OF COAL TAR PITCH
                                                                 i
                                                                 N)

-------
                                  - 28 -
                             TABLE 1-3
                TYPICAL  ANALYSES  (PERCENT  BY WEIGHT) OF  TARS
                     Coke  Oven Tar     Gas Works  Tar    Low Temperature
                                                         Tar  (200°C)
Pitch
Creosote
Light Oils
Heavy Oils
59.0
31.0
2.5
5.4
44.0
42.0
5.4
6.5
26.0
55.0
6.7
9.4
        £

Source:  Encyclopaedia Britannica, 1974

-------
                                      - 29 -
      2.  Physical Properties




      Coal tar pitch is a black or brownish black shiny material ranging from




a viscous liquid at ordinary temperatures (30 to 80°C) to a material which be-




haves as a brittle solid exhibiting a characteristic conchoidal fracture




 (McNeil, 1966a; Lauer, 1974).  At higher  temperatures  the brittle solid




pitch can become a viscous liquid.  It has a characteristic "tarry"  odor




described as a combination of smells of naphthalene and phenol modified by




small amounts of pyridine and thiophenol.




      The residue from the primary distillation can have different viscosity




grades depending on how extensively the coal tar is distilled.  If the dis-




tillation is continued to the desired softening point, the residue is called




"straight run" pitch to distinguish it from "cut-back" or "flux-back" pitch,




which is a straight run pitch of harder consistency cut back to the  desired




softening point with tar-distillate oil  (McNeil, 1969).




      Since pitch is composed of a great number of different compounds, it




does  not show a distinct melting or crystallizing point.  Therefore, pitch is




usually characterized by the softening point, which can be determined by one




of several standard methods:  ring and ball, cube in air, cube in water and




Kramer-Sarnow (McNeil, 1966b).  Each of these methods represents the tempera-




ture  at which a given viscosity or softness is attained under specific con-




ditions .




      The softer grades of pitch having softening points (R &. B) below 50°C are




usually referred to as base tars or refined tars; other grades are soft pitch




(50 to 75°C), medium-hard pitch (85  to 95°C), and hard pitch (above 95°C)





(McNeil, 196S).                                  - _

-------
                                       -  30  -
       In general,  all pitches behave essentially as Newtonian liquids over




  the  range  of viscosities which can be measured reliably.  The only departure




  from Newtonian  flow in pitches is a slight reduction in viscosity with in-




  creasing shearing stress found in samples with a high content of toluene in-




  soluble materials.




       3.  Chemical Properties




       It has been  difficult to isolate and characterize compounds from this




  complex bituminous material.  It has been estimated that pitch contains five




  to ten  thousand compounds, of which 100 to 150 have been isolated and identi-




  fied  (McNeil, 1966b).   Among those identified have been a large number of




 PAH.  Varying amounts of PAH are formed by secondary reactions occurring during




 carbonization of  coal.




      Coal tar pitch is composed predominantly of carbon (86 to 93%)  and hy-




 drogen  (5 to 7%), with small amounts of nitrogen (0.5 to 1.5%), oxygen, and




 sulfur.  Nitrogen is  usually present in either five- or six - membered rings




 or as nitrile substituent.   Oxygen is present as phenolic and quinone sub-




 stituents,  as well as  in four-,  five-, or six- membered rings.   Sulfur is




 usually found in five-membered rings (McNeil, 1969).   Analysis  for certain




 metals in coal  tar has  revealed high concentrations of zinc (over 200 yg/g)




 and lead (70 to  75 yg/g);  concentrations of between 1 and 10  yg/g of iron,




 cadmium, nickel,  chromium,  and copper have been found (White,  1975).  Mag-




 nesium,  boron and vanadium  have  also been identified in coal  tar pitch




 (Liggett, 1964).




      Because of  the importance of pitch in various  industries,  a number of




 studies  have been carried out  to  elucidate its structure.   Most specifications




 for coal tar pitches include limitations of solubility in certain solvents.




 Different solvents are required for  various specifications and  the methods used




vary among investigators.  These differences have made it  difficult  to  compare

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                                      - 31 -
results  (McNeil, 1966b).   Table  1-4  indicates  several methods which may be




roughly  equated.




     The Demann  (1933) and Broche and Nedelmann (1934)  methods divide the




pitch into material insoluble in benzene  (a-component), material soluble




in benzene but insoluble in petroleum ether (0-component) and material soluble




in petroleum ether  (5-component).  Adam  et_ a!U (1937)  extend  the above methods




by separating the benzene extract into soluble and insoluble portions, by add-




ing the  concentrated benzene extract to 10 times its volume of petroleum ether,




and by separating the a-component into pyridine soluble  (€2) and pyridine in-




soluble  (C^) fractions.  The petroleum ether soluble portion is referred to




as "crystalloids" and the petroleum ether insoluble but benzene soluble por-




tion is  called "resinoids."  Crystalloids are also defined as being soluble in




hexane or similar aliphatic solvents.




     Dickinson (1945) modifies the Adam,  method by performing a vacuum dis-




tillation on the pitch to obtain distillate oils, extracting the residue with




benzene  and pyridine, precipitating the benzene extract with petroleum ether




and extracting the precipitate with n-hexane.  Resin A is that part of the




pitch soluble in n-hexane or petroleum ether; Resin B is that part of the




pitch insoluble in hexane but soluble in benzene and in  fractions C^ and C2-




     A solvent analysis method (Mallison, 1950) which has been widely used




in Europe divides the pitch into five fractions:  H-resins, M-resins, N-resins,




m-oil^ and n-oils.  The method is not a solvent fractionation and the fractions




are not  further analyzed  (McNeil, 1966b).  A number of other solvent analysis




or fractionation methods that have been used are toluene and tetralin solvents;




carbon disulfide, pyridine, benzene, petroleum ether and diethyl ether;




pyridine, xylene and decalin; and nitrobenzene and acetone.

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                                      -  32 -
    TABLE 1-4.  TERMINOLOGY APPLYING TO ANALOGOUS FRACTIONS AS DETERMINED
                BY FOUR FRACTIONATION PROCEDURES
Adam et al .
(1937) ~
Cl
C2
Resinoids

Crystalloids

Dickinson
(1945)
Cl
C2
Resin B +
some Resin A
Distillate oils
+ some Resin A
Demann
(1933)
a-Fraction

B-Fraction

6 -Fraction

Mallison
(1950)
H-Resins
M-Resins
N-Resins

m-Oils and
n-oils
    Source:   McNeil,  19GGL
                TABLE  1-5.  MOLECULAR WEIGHT AND HYDROGEN TO  CARBON
                           RATIO OF MEDIUM-SOFT COKE OVEN PITCH
Fraction
Wt. range %
Reported     Av. atomic    Solubility
mol. wt.     H/C ratio
Crystalloid 45-60
Resinoid 16-24
C2 5-15
G! 3-28
258 0.67 Sol. petroleum
ether
559 0.62 insol. petroleum
ether, soluble
benzene
1476 0.70 insol. benzene
0.33 to 0.46 insol. pyridine,
quinoline
Source:  McNeil, 1966b

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                                      - 33 -
      To indicate the variability in these separations, the H-resin content




is between 0.2 and 7.5% while M-resin content is 5.2 to 11.2% in vertical




retort tars.  The variations in pitches from coke ovens are H-resins 2.8 to




14.4% and M-resin 3.8 to 28.2%.  The same kind of variability holds true for




crystalloids  (45 to 60%), resinoids  (16 to 24%), C2  (5 to 15%) and C^  (3 to 28%)




in coke oven pitch. Tars  from vertical retorts contain 55 to 70% in crystalloids




and less C± and resinoids while low temperature pitch contains less than 1% C±




and 7u to 80% crystalloids  (McNeil, 1966b).




      The molecular weight  and hydrogen to carbon ratio of crystalloids, re-




sinoids, GI and C2 are represented in Table 1-5.  The overall range in mole-




cular weight for coal tar is between 200 and 2000.  The C^ fraction has a much




lower H/C ratio.  Low temperature processes are found to have higher H/C ratios.




A value of 1.07 has been reported for the crystalloid fraction from continuous




vertical retort pitch  (Greenhow and Smith, 1960).




      The distillate oil fraction has been subjected to many analyses and is the




only fraction of pitch from which pure chemical compounds can be isolated by




techniques normally used, such as fractionation and chromatographic separation




methods.  McNeil  (1966b) has listed 126 compounds all boiling above 300°C  (an




arbitrary cut off value), most of which are condensed PAH and their hetero-




cyclic analogs, from pitch  or refined tar which is sufficiently volatile to




distill without decomposition.  A partial list is shown in Table 1-6.  PAH




found in refined coal tar and in high temperature conversion process coal




tar are listed in Tables 1-7 and 1-8, respectively.




      The pitch crystalloids contain the same major components as the  dis-




tillate oils.  They are composed of polynuclear aromatics with an average




of 3 to 6 rings and with a  molecular weight in the range of 200 to 250.  Com-




pounds similar to those indicated in Table 1-6 are:  acenaphthene, fluorene,

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                            - 34 -
TABLE 1-6.  COMPOUNDS IN COAL TAR PITCH OR REFINED TAR
                    1-Naphthylamine
                    2-Naphthonitrile
                    3-Hydroxydiphenyleneoxide
                    Diphenylsulfide
                    Carbazole
                    4-Hydroxybipheny1
                    Phenanthridine
                    Acridine
                    Xanthene
                    2-Methylcarbazole
                    Anthracene
                    Phenanthrene
                    1-Methylfluorene
                    2-Azafluoranthene
                    13-Azafluoranthene
                    9-Methylphenanthrene
                    3-Methylphenanthrene
                    Pyrene
                    7H-Benzo(c)carbazole
                    7H-Benzo (a) carbazole
                    2-Phenylnaphthalene
                    Benzanthrone
                    Benz(a)acridine
                    Benz(c)acridine
                    Benzo(a)fluorene
                    Benzo(b)fluorene
                    Benzo(c)fluorene
                    3-Methylpyrene
                    Chrysene
                    Benz(a)anthracene
                    Tetracene
                    Triphenylene
                    Benzo(b)fluoranthene
                    Benzo(j)fluoranthene
                    Benzo(k)fluoranthene
                    Benzo(a)pyrene
                    Benzo(e)pyrene
                    Benzo(ghi)perylene
                    Picene
                    Benzo(b)triphenylene
                    DJLbenz (a/h) anthracene
                    Dibenz(a,j)anthracene
                    DibenzCa,h)pyrene
                    DibenzCa,i)pyrene

     Source:  McNeil/ 1966b

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                             - 35 -
                 TABLE 1-7.   PAH IN COAL TAR
PNA
Anthracene
Benz [a] anthracene
Benzo[b] chrysene
Benzo [ j ] f luoranthene
Benzo [k] f luoranthene
Benzo [g , h, i] perylene
Benzo [ a ] pyrene
Benzo [e]pyrene
Carbazole
Chrysene
Dibenz[a,h] anthracene
Fluoranthene
Perylene
Phenanthrene
Pyrene
Concentration (g/kg)
in coal tar*
(1)
2.88
6.24
0.93
0.63
1.08
1.23
2.08
1.85
1.32
2.13
0.30
17.7
0.70
13.6
7.95
(2)
4.35
6.98
0.80
0.45
1.07
1.89
1.76
1.88
1.27
2.86
0.23
17.8
0.76
17.5
10.6
*Two samples of medicinal coal tar




Source:  Lijinsky et al_., 1963

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                         -  36 -
 TABLE 1-8. MAJOR COMPONENTS OF GERMAN HIGH-TEMPERATURE
           CONVERSION PROCESS COAL TAR
                                          Average
      Component                        weight percent

 Naphthalene                                10.0
 Phenanthrene                                5.0
 Fluoranthene                                3.3
 Pyrene                                     2.1
 Acenaphthylene                             2.0
 Fluorene                                    2.0
 Chrysene                                    2.0
 Anthracene                                  1.8
 Carbazole                                   1.5
 2-Methylnaphthalene                         1.5
 Diphenyleneoxide                            1.0
 Indene                                     1.0
 Acridine                                    0.6
 1-Methylnaphthalene                         0.5
 Phenol                                     0.4
 m-Cresol                                    0.4
 Benzene                                     0.4
 Diphenyl                                    0.4
 Acenaphthene                                0.3
 2-Phenylnaphthalene                         0.3
 Toluene                                     0.3
 Quinoline                                   0.3
 Diphenylenesulfide                          0.3
 Thionaphthene                               0.3
 m-Xylene                                    0.2
 o-Cresol                                    0.2
 p-Cresol                                    0.2
 Isoquinoline                                0.2
 Quinaldine                                  0.2
 Phenanthridine                              0.2
 7,8-Benzoquinoline                          0.2
 2,3-Benzodiphenyleneoxide                   0.2
 Indole                                      0.2
 3,5-Dimethylphenol                          0.1
 2,4-Dimethylphenol                          0.1
 Pyridine                                    0.02
a-Picoline                                  0.02
 B-Picoline                                  0.01
y-Picoline                                  0.01
 2,6-Lutidine                                0.01
 2,4-Lutidine                                0.01
Source:  Shults, 1975

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                                     - 37 -
phenanthrene, anthracene, pyrene, anthraquinone and chrysene(Hoiberg,  1965a).




The more complex part of coal tar pitch (30%),  represented by C^,  C2 and




resinoid fractions, appears to be a continuation of a series formed from




less complex, more soluble and more volatile fractions (Table 1-9), and con-




sists mostly of ring systems not highly condensed, with the majority of the




rings fused to not more than three other rings  (McNeil, 1966b).




     Osmotic pressure measurements have given estimates of 300 to 1000 for the




molecular weight of resinoids.  The oxygen, nitrogen and sulfur content is




reported to be 1 to 1.5, 1.4 to 2.2, and 0.2 to 0.3 atoms per hundred atoms/




respectively, indicating that this fraction is largely hydrocarbons (McNeil,




1966a).




     The C2 fraction is different from the resinoid fraction and is considered to




be a complex mixture of polynuclear compounds with 5 to 20 fused rings.  Carbon




in the ring is the most abundant element  but oxygen, nitrogen and sulfur are




also present in lesser amounts.  There is a fair amount of substitution, primarily




methyl and hydroxy groups, the degree of methylation increases with molecular




weight, and the ring structure is not highly condensed.




     The Cj fraction, pyridine insoluble material, is a black infusible




powder partly soluble in quinoline, appearing to have a molecular weight




range of 1500 to 2000.  This C± fraction is highly variable and depends on the




type of coal and the means of production.  It is thought to consist of dis-




persed particles that vary from one to two micrometers in diameter.  The particles




absorb variable amounts of high molecular weight tar resins.  Therefore quino-




line extracts more of the resins from the dispersed material than does pyri-




dine  (McNeil, 1966a; Koiberg, 1965a).

-------
                        -  38 -
  TABLE 1-9. PREDOMINANT STRUCTURES IN COKE OVEN TAR
Boiling      Average
 range       percent         Major components
   (°C)        of tar

   0-150         0.8       Single 6-membered rings

                                Benzene
                                Toluene
                                Xylenes

150-200          3        Fused 6,5-ring systems

                                Indene
                                Hydrindene
                                Coumarone

200-250         12        Fused 6,6-ring systems

                             Naphthalene
                             Methyl naphthalenes

250-300          8        Fused 6,6,5-ring systems

                             Acenaphthene
                             Fluorene
                             Diphenylene Oxide
Source:  McNeil, 1966a

-------
                                     - 39 -
     The preliminary separations described in this section are necessary




precursors to chromatographic techniques, such as gel, gas-liquid, thin layer,




gravity fed  column, and high performance liquid.  The chromatographic methods,




in conjuction with other analytical tools used to characterize  and identify




the compounds in pitch, will be described in detail in Chapter IV.

-------
                                      - 40 -


                II - ENVIRONMENTAL EXPOSURE FACTORS:   ASPHALT




 A.  Production and Consumption


     1.  Quantity produced


     Asphalt sales in the United States  have increased from an  estimated ten


 million tons in 1949 to somewhat over 34  million tons in  1974  (Asphalt Insti-


 tute,  1974b).   Asphalt, which constitutes 9 to  75 weight-percent of crude


 petroleum,  represented 4.7 percent of United States  crude oil  refinery yield


 in 1976,  only  a slight increase since 1954 (Table II-l)  (Nelson, 1976).


     Currently,  paving  represents seventy-eight  percent of the  asphalt market,


 roofing seventeen percent,  and miscellaneous uses five percent (Figure II-l)


 (U.S.  Bureau of Mines,  1975).


     The  consumption of cutback and emulsified  asphalts has  changed little


 since  1960, but the  use of  asphalt cements,  which accounts  for eighty percent


 of asphalt  consumed, has increased steadily  to  over  22 million tons (U.S.


 Bureau  of Mines,  1975).


    Exports of  asphalt  were 61 thousand tons in 1972,  62  thousand tons in 1973,


 75 thousand tons  in  1974, and  58 thousand tons  in 1975.   Imports of asphalt,

 including native  asphalts,  amounted to 1.5 million tons in  1973, 2 million


 tons in 1974, and less  than 1  million tons in 1975  (U.S.  Bureau of Mines, 1975).


    2.  Market  trends


    Between 1902  and 1926,  annual U.S. asphalt  production increased from 20


 thousand tons to  3 million  tons (Asphalt  Institute,  1974b).  Annual production is
        *
 expected to increase from the  current level  of  30 million tons to over 40


million tons by 1990 (Predicasts,  1976).


    Under circumstances  of  diminished oil supplies,  asphalt  will be too


valuable to use as a paving binder1,  and  will probably be replaced by Portland
-'•Personal communication, Walter Hubis, Gulf Mineral Resources, Denver,
 Colorado.

-------
                              - 41 -
                            TASLE II-l
                UNITED STATES ASPHALT PRODUCTION
             AS PERCENT OF PETROLEUM REFINERY YIELD
          YEAR                               % ASPHALT

          1954                                  2.9
          1955                                  2.9
          1956                                  3.0
          1957                                  	
          1958                                  3,3
          1959                                  3.2
          1960                                  3.3
          1961                                  3.4
          1962                                  3.6
          1963                                  3.5
          1964                                  3.6
          1965                                  3.7
          1966                                  3.8
          1967                                  3.6
          1968                                  3.6
          1969                                  3.7*
          1970                                  3.6*
          1971                                  3.8
          1972                                  3.6
          1973                                  3.6
          1974                                  4.6
          1975                                  4.4*
          1976                                  4.7*
*Estimate
Source:  Nelson, 1976

-------
                              - 42 -
FIGURE II-l.  ANNUAL DOMESTIC SALES  OF ASPHALT BY MAJOR MARKETS
   28
   26
   24
   22
C/)
£18
lie

  12
  10
   8'
   64
  0
•  PAVING
A  ROOFING
• MISCELLANEOUS
/

       A
           •
            i   i  i  i  I  i  i  i  i  I  i   i  i  i
        1955
        1960        1965       1970        1975
                   YEARS
   Source:   U.  S.  Bureau of  Mines,  1954-1976

-------
                                     - 43 -
 cement-concrete, its only current competitor.  The roofing market will con-




 tinue  to receive its share of asphalt because no competitive substitute is




 available  (Gerstle, 1974).





    With approximately six billion tons of asphalt covering roads,  runways




and parking lots of the United States, there may be a trend toward  recycling




aged asphalt.  According to methods specified by Mendenhall (1976)t  asphalt-




aggregate mixtures can be reheated and rejuvenated without impairing the




penetration characteristics or weakening the material.




    3.  Market prices




    In 1950, the price of asphalt was nineteen dollars per ton.  Until the




early 1970's, the price per ton fluctuated between seventeen and twenty-one




dollars.  Between 1970 and 1974, the price increased to twenty-eight dollars




per ton and is expected to continue increasing (Krchma and Gagle, 1974).




    4.  Producers and distributors




    On January 1, 1975, there were 287 crude oil refineries in the  United




States with a combined distillation capacity of 15.4 million barrels per day.




Of these, 121 refineries produced asphalt (U.S. Bureau of Mines, 1976).




Economic considerations dicatate whether a petroleum residue will be processed




as an asphalt product,  heavy fuel oil or petroleum coke, or burned as fuel




 (Lewis, 1965).




    The period of greatest asphalt consumption occurs from July through




October, with August as the month of greatest usage.  Because production




usually cannot meet demand during the peak season, asphalt is often stock-




piled at the refinery or at bulk terminals which have been established to




facilitate distribution to sites of paving and roofing material manufacture




 (Lewis, 1965).  Asphalt is shipped from the refinery or bulk terminal by




truck, barge or rail car.                         '  -

-------
                                      - 44 -
     5.   Production methods




     Ninety-eight percent of asphalt used  in  the United States is derived




 from crude oil  (Miles, 1977) , although not all crudes are good,  or even




 adequate, sources of asphalt.  In general, if a crude contains  a residue




 (fraction boiling above 399°C (750°F)) that has an API gravity below 35 and a




 Watson characterization factor of less than 11.8 (i.evmore naphthenic than




 paraffinic), it may be adequate for asphalt manufacture  (Gary and Handwerk,




 1975).




       The following information concerning processes for the recovery  and




 refining of  asphaltic residues is based on discussions by Jones  (1973),  Gary and




 Handwerk (1975), Corbett (1966), Ball (1965),  Broome (1973), Sterba (1974),




 Thornton (1974), Oglesby (1975)  and the Asphalt  Institute (1973,  1974b).




      The United States petroleum industry makes  2,347 products,  of which




 209 are asphalts (Table II-2)  (Mantell, 1975).  Asphalts from different crude




 oil stocks may vary inherently in properties such as temperature  susceptibility




 (the amount  of change is viscosity with change in temperature).  Properties




 such as  durability  may also be altered  appreciably by processing  treatment and




 addition of  fluxing oils or blending stocks.




      In the refining of petroleum,   crude oil is first  distilled  at atmospheric




pressure  at  temperatures up to 300°  to  400°C (572° to 752°F)  in order  to  separate




it  into  intermediate  fractions of specific boiling ranges.   After  lower boiling




fractions such as gasoline,  kerosine, and diesel  oil are  removed,  the  remaining




"reduced" crude, or straight-run residue,  is further distilled under vacuum  to




separate gas oil and  lubricating oil sidestreams.  The residue withdrawn  from the




vacuum tower may become  propane  deasphalting stock or be mixed with additional




atmospheric residue for  further  distillation under vacuum.   Sidestreams from




this third distillation may  be used  as  catalytic  cracking feedstocks, while  the

-------
                              - 45 -
TABLE II-2.   PRODUCTS MANUFACTURED BY U.S.  PETROLEUM INDUSTRY

    Class                                           Number

    Asphalts                                          209
    Carbon blacks                                       5
    Chemicals,  solvents, misc.                        300
    Cokes                                               4
    Distillates (diesel fuels & light  fuel oils)       27
    Fuel gas                                            1
    Gasolines                                          40
    Gas turbine fuels                                   5
    Greases                                           271
    Kerosines                                          10
    Liquefied gases                                    13
    Lubricating oils                                 1,165
    Residual fuel oils                                 16
    Rust preventives                                   65
    Transformer and cable oils                         12
    Waxes                                             113
    White  oils                                        100

Source:  Mantell, 1975

-------
                                       - 46 -
 asphaltic residue is removed from the tower bottom.  Steam may be used during




 any of these distillation steps in order to improve vaporization and minimize




 coke formation in the apparatus.




     Propane  deasphalting is a process for removing resins or asphaltic




 components from a viscous hydrocarbon fraction in order to recover lube or




 catalytic cracking stocks.  The charge for solvent deasphalting is derived




 from atmospheric or vacuum distillation bottoms that are low in asphalt content.




 The process consists of a countercurrent liquid-liquid extraction under




 temperatures and pressures determined by the nature of the charge stock.   The




 deasphalted oil solution is withdrawn from the tower top and the propane solvent




 is stripped and recycled.




     Asphalt may be subjected to some form of thermal cracking which breaks




 heavy oil fractions into lighter,  less viscous fractions by applying heat and




 pressure  in the absence of a catalyst.  Coking, or delayed coking,  is a




 severe  form of  cracking,  at temperatures exceeding 1090°C (2000°F), which con-




 verts a heavy residue into a weak  coke suitable for use in the manufacture of




 carbon  electrodes  but not in metallurgical blast furnaces.  Visbreaking,  at




 temperatures  ranging from 475°  to  525°C (887°  to 977°F), is a relatively mild




 treatment that  results in little boiling point reduction but greatly lowered




 viscosity.  Neither  coking nor  visbreaking yields  asphaltic residues  as does




 "thermal  cracking,"  a process now  supplanted by catalytic cracking  for the




production of gasoline (Corbett, 1966).   Thermal asphalts result from a




cracking  process in which a heavy  oil  stock is heated  to 480°  to 590°C




 (900° to  1100°F),  then discharged  into a reaction vessel under pressures  up




to 200 psig.  The  cracked products are distilled,  leaving an asphaltic resi-




due '(Figure 11-2}.

-------
1 Ji5ttUa.tum-<
2
3

                          OLA.
                           MK
                                     toa
-M^
                                                                 U9UIDASIHAUS
                                                   Cbp iS5*-
                                                                                (MC)
> CMLJLSlFft) MHIflTS
           FIGURE II-2.  REFINERY STEPS IN  THE PRODUCTION OF ASPHALT

-------
                                      - 48 -
      Straight-run asphalts may be "air-blown" in order to produce specification




 products with reduced volatile content and increased melting point (relative




 to the straight-run stock).  The stock is preheated to 200Vto 280°C (392°to 536°F)




 and  air is forced through the hot flux at rates ranging from 15 to 50 cubic




 feet per minute per ton of asphalt charge.  Air blowing is occasionally done




 in the presence of phosphorus pentoxide, ferric chloride or zinc chloride  in




 order to shorten blowing time.  The addition of the essentially non-recoverable




 "catalyst" in concentrations from 0.1 to 3 percent results in a product with




 higher penetration for a given softening point.  High ductility and improved




 temperature susceptibility are other advantages which lead to the use of




 "catalytic asphalts" in a variety of specialty base stocks.




     Asphalt cements make up eighty percent of the current asphalt market (U.S.




 Bureau of Mines, 1975).   These are penetration grade asphalts derived from re-




 sidua of either  vacuum distillation or propane deasphalting.   They'may be  air




 blown and may represent a mixture of base stocks.  Asphalt cements,  cut back with




 a petroleum solvent,  axe either rapid-curing or medium-curing asphalts.  Road




 oils  (slow-curing)  are the least uniform of the liquid asphalts and may in fact




 be directly distilled rather  than cutback.   Asphalt emulsions are normally




 produced  from 180-200  penetration asphalt cements.   Depending on their intended




 use,  asphalts may be  liquefied in various ways (Oglesby,  1975;  Day and Herbert,




 1965; Mertens and Borgfeldt,  1965).   Blending of cutback  asphalts and emul-




 sified asphalts  is not necessarily  a refinery process  (Figure II-2).




    Diluting  an  asphalt  cement with a lighter petroleum distillate yields  a




product with  lower viscosity.  Upon evaporation of  the solvent,  the  cured




asphalt has approximately  the  same  penetration grade as its parent asphalt ce-




ment.  The base  stock may be directly blended or stored in tanks which  range

-------
                                     - 49 -
in size from 25,000 to 100,000 barrels.  The stock is delivered to a blend tank




and mixed with a measured volume of diluent-




    Rapid-curing cutbacks  (RC) contain a diluent (gasoline or naphtha type)




with a boiling range of 104° to 218°C  (220° to 425°F).  The base asphalt will




vary from 70 to 100 penetration in order to leave a cured asphalt of 80-120




penetration.  The least viscous grade  (RC-70)  can be poured at room tempera-




ture.




      Middle-curing cutbacks  (MC) use  a kerosine type diluent with  a boiling




range of 135°  to  302°C  (275°  to 575°F).  This cutback is more versatile




than the others, with good wetting properties on fine aggregates  and a moder-




ate evaporation rate.  The base asphalt will vary  from  70  to 250  penetration




to leave a  cured  residue of 120 to 250 penetration.  MC-30 and MC-70 can be




poured at room temperature.   MC-70 can contain as  much  as  40 percent by  volume




diluent.  The  most viscous grade, MC-3000, may have  as  little as  18 percent




solvent and usually must be warmed before  use.




    Slow-curing asphalts (SC), often referred to as "road  oils," may be  refined




directly to grade rather than consisting of an asphalt cement plus diluent.




They are the least uniform in composition.   Heavy diesel fuel, overhead gas oils




or cycle stocks from other processes may be used as solvents.  The  lightest grade




(SC-70)  has the consistency of light syrup.  The heaviest grade (SC-3000) will




scarcely deform at room temperature,  and is slightly less viscous than   the




softest asphalt cement (200 to 300 penetration).




    Aqueous emulsions in which the asphalt content is 55 to" 70 percent by




weight are another form of liquefied asphalt.  The three emulsion grades  -




rapid-setting, medium-setting, and slow-setting - can be applied at normal




temperatures.  The asphalt cures by  evaporation of the  water rather than of  a




petroleum  solvent, thus  avoiding hydrocarbon emissions.  Emulsions  can be

-------
                                       -  50 -
  applied on wet aggregates  and generally are ready to resist traffic damage




  sooner than cutbacks.  The equipment needed for mixing and application is




  simpler and less  expensive than that required for other asphalt products.




      Before 1957,  anionic emulsions vrere the only type commercially available.




  Saponified fatty  and resinous acids or saponified tallow derivatives were the




  emulsifying agents used with  an asphalt cement of 180 to 200 penetration.




  Cationic emulsions, using  a quaternary ammonium compound as an emulsifying




  agent^ are now  available and can be used with a wide variety of mineral ag-




  gregates.   They adhere well to wet aggregates, and can be used under condi-




  tions  of high humidity or  low air temperatures.




 B.  Uses




     Asphalt is a readily adhesive, highly waterproof, durable thermoplastic




 material, resistant to the action of most acids, alkalis and salts.  These




 properties are utilized in a wide variety of applications.




     1.  Major uses




 a.  Paving




     CD  Production and consumption




     The Standard Industrial Classification (SIC)  category SIC 2951 includes




 964 establishments manufacturing asphalt (in some cases,  coal tar)  paving




 mixtures as well as blocks  of asphalt,  coal tar,  or creosoted wood.  Of these




 964,  889 had seventy-five percent specialization    (defined as the ratio of all




 primary products to the total of primary plus secondary products).   About 10,000




 production workers are  classified under SIC 2951 (U.S.  Bureau of Census,  1975)




 (Table  II-3).  The top ten  paving mix producers according to 1974 production




figures  are  listed in Table II-4.




      The value of all paving  mixtures and blocks shipments classified under  SIC




2951 was  $265.9 million in  1950, $561.9 million in 1968 and $893.4 million in




1972.  The amount of asphalt of less than 200 penetration consumed  in 1967 by

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                             - 51 -
  TABLE II-3.
EMPLOYMENT SIZE OF ESTABLISHMENTS (SIC 2951)
 PAVING MATERIALS
         Total
                             964
         Establishments with an
         average of—
         1 to 4 employees
         5 to 9
         10 to 19
         20 to 49
         50 to 99
         100 to 249
         250 to 499
         500 to 999
         1000 to 2,499
                             347
                             286
                             163
                             117
                              34
                              13
                               2
                               1
                               1
         Source:  U. S. Bureau of Census, 1975
   TABLE II-4.  THE TOP TEN PAVING MIX PRODUCERS:  1974
Producer and home state

The General Crushed Stone Co., Pa.
L.M. Pike & Sons, Inc., N.H.
The Interstate Amiesite Corp., Pa.
Asphalt Products Corp., S.C.
Broce Construction Co., Okla.
Associated Sand & Gravel Co., Inc., Wash.
Ajax Paving Industries, Mich.
Western Engineering Co., la.
Dickerson, Inc., N.C.
Highway Materials, Inc., Pa.
                               Plant mix tonnage

                                   1,500,000
                                   1,334,545
                                   1,000,000
                                     989,000
                                     847,214
                                     843,110
                                     800,000
                                     800,000
                                     750,000
                                     750,000
Source:  Roads and Streets, 1975

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                                      - 52 -
 the paving industry was 4,761,400 tons with a delivered cost of $104.5 million.




 In 1972, 5,410,000 tons were consumed at a cost of $157.9 million (U.S.  Bureau




 of Census, 1975).




     (2)  Materials




     Currently, ninety-four percent (over 1.7 million miles)  of the paved




 surfaces, in the United States are bituminous (Oglesby,  1975).   These bituminous




 surfaces range from dirt surfaces lightly sprayed with  liquid asphalt to high-




 grade asphalt cement pavements.




     A finished paving mix consists of about six percent asphalt cement and




 ninety-four percent mineral aggregates.   In addition to asphalt cement,  a




 variety of cutback and emulsified asphalts are  used to  treat or finish roads




 (See Section  II.A.5.  for descriptions of asphalt cements,  cutbacks and emulsions)




 Approximately 700 million tons  of mineral aggregates are consumed annually




 for  all aspects of highway construction.  Slag, broken  stone,  gravel and sand,




 the  aggregates most commonly used, constitute 75% by volume  of a finished paving




 mix.   Because aggregates vary greatly in composition, strength,  porosity and




 surface roughness,  specifications and tests have been developed to insure cer-




 tain minimum  standards  (Oglesby,  1975).




    Experimental pavements using  asphalt-rubber mixtures have  been laid  in many




 states.  Rubber enhances the coefficient of friction, improves the stability of




paving mixtures, and  reduces temperature susceptibility and brittleness,  as




well as  imparting greater  elasticity  and extending pavement  life (Oglesby, 1975).




Other experimental pavements have been laid using an epoxy resin and asphalt




binder which is resitant to  wear,  heat and the  solvent  effects of fuel (Hoiberg,




1965) .

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                                     - 53 -
      (3)  Process descriptions




          Hot mix plants




     General information in the following section was obtained from Oglesby




 (1975).




     Although road surfaces can be treated with either hot or cold applied asphalt,




hot treatments are the most common.  It is estimated that there are 4500 pav-




ing plants of all sizes in the United States; plants with a capacity of 600




tons per hour of finished mix are common near most large cities (Puzinauskas



and Corbett, 1975).




     Asphalt is loaded at the refinery or bulk terminal at elevated temperatures




into steam heated tank cars, trucks or drums and transported to the hot mix




plant.  The asphalt, stored in large heated underground tanks, can be pumped




directly to the platform on which finished asphalt-aggregate mixtures are




produced.




     The mineral aggregates are sent through  the drier, a firebrick lined




steel cylinder, to drive off moisture and heat to a mixing temperature of




149° to 160°C (300° to 320°F).  The hot aggregates are segregated by size  through




shaking screens.




     In batch-mixing processes (the most common), aggregates and the asphalt




binder are mixed by revolving blades in pug mills that can reach capacities




of sixteen tons or more.  The finished mix is deposited into waiting'trucks




and taken to the job site.




     High capacity plants use a process whereby hot binder is introduced directly




into the drier, thus insuring continuous output of finished product.  Exposure




of the binder to drier conditions does not seem to accelerate its aging, and




the problem of dust from fine aggregates is substantially reduced.

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                                      - 54 -
      Cold mix plants




      Cold mix plants are similar to  hot mix plants  in operation, except that




 the aggregates are cooled before being coated with a naphtha  liquefier.  The




 coated aggregates are mixed with hot asphalt binder  to form the  finished pav-




 ing product.  Such cold mix products are not in common use.




      Paving




      In the past, all placing and leveling of hot asphalt was performed




 manually.   Self-propelled finishing machines have largely supplanted manual




 operations, although small jobs,  especially patching operations  in cities,




 still rely on hand equipment.   The hot aggregate-asphalt mixture, which is




 transported to the job site  in dump trucks,  is  unloaded, spread  and tamped,




 usually with one  machine.  Final  tamping is done by  large,  smooth-wheeled




 rollers.




      Road  mix processing,  still used on side roads,  is  performed with a single




 machine that picks up aggregates,  either freshly laid or pulverized from the




 old surface,  mixes them with asphalt cement and spreads the new  pavement.




      Surface treatment




      Road  surfaces are treated  with a pressurized distributor truck (800




 to 5500 gallon capacity) from which liquid asphalt is forced  through a spray




 bar approximately  twenty feet  long.




      Several  types  of  surface treatments may be  used:




      1)  Dust palliatives: light slow-curing road oil or slow-setting emulsions




applied at  79°C U75°F).




     2)  Prime (tack)  coats:  light medium-curing  cutbacks or light road tar or




slow-setting  emulsions.




     3)  Armor coats on macadam or  low  quality  concrete: varies  with surface

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                                     - 55 -
     4)  Seal coats:  Hand or crushed stone mixed with a slow-setting road




oil applied to damp pavement.  Slow-setting emulsions are sprayed on to




rejuvenate surfaces.




     Proper temperatures of application, as well as ambient temperature,




are fundamental to good asphalt performance.  State highway departments




specify minimum air temperatures for laying asphalt ranging from 0°C (32°F)




to 15.6°C  (60°F), the usual being 4.4°C (40°F).  (Table II-5) .




b.  Roofing




     (1)  Production and consumption




     In 1972, there were 236 plants in classification SIC 2952; which includes




establishments that manufacture asphalt and coal tar saturated felts in roll




or shingle form, as well as roofing cements and coatings (U.S. Office of




Management and Budget, 1972).  Of the total 236, 215 had seventy-five percent




or more specialization (U.S. Bureau of Census, 1975).    (Specialization is




defined as the ratio of all primary products to the total of primary plus




secondary products).  There were 11,500 production workers classified under




SIC 2952 in 1972 (U.S. Bureau of Census, 1975)   (Table II-<5) .




     Illinois,  California, Texas, New  Jersey,  Ohio  and Pennsylvania each




have over  ten roofing plants.  Total sales  of the  plants in  these states




in  1973 were $474 million;  total sales  for  the  United States were $881




million  (Gerstle, 1974).





     The value of all shipments of asphalt and pitch roofing  "coatings and




cements" (SIC 2952-2) was $67.9 million in 1958, $124.5 million in 1968 and




$155.3 million in 1972 (U.S. Bureau of Census,1975).   The value of  all ship-





ments of asphalt and pitch "roofing and siding" products (shingles, felt rolls)

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                                    - 56 -
        TABLE II-5.   SUGGESTED MIXING AND APPLICATION  TEMPERATURES
                        FOR ASPHALTIC MATERIALS
 Type and grade                                      Spraying  temperature
  of  material           Pugmill mixing  temperature     (surface treatment)
ASPHALT CEMENTS
40/50
85/100
200/300
°C
134-177
124-163
107-]49
°F
275-350
255-325
225-300
°C
149-210
143-204
134-196
oF
300-410
290-400
275-385
CUTBACK ASPHALTS
RC,MC,SC
70                          35-60    95-140             49-107   120-225
800                         74-96   165-205             93-169   200-305
3000                        93-116  200-240            113-119   235-245

EMULSIFIED ASPHALTS
MS-2 CMS-2                  10-*77    50-170             38-71    100-160
SS-1 CSS-1                  10-77    50-170             24-54     75-130
Source:  Oglesby, 1975

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                - 57 -
              TABLE 11-6
     EMPLOYMENT SIZE OF ESTABLISHMENTS
      (SIC 2952) ROOFING MATERIALS
Total                              236

Establishments with
an average of—
1 to 4 employees                    33
5 to 9                              26
10 to 19                            36
20 to 49                            52
50 to 99                            31
100 to 249                          50
250 to 499                           6
500 to 999                           2

Source:  U.S. Bureau of Census, 1975

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                                       -  58  -
  (SIC 2952-3^ was $313.6 million in 1958, $385.9 million in 1968 and $690.6




 million in 1972 (U.S. Bureau of Census, 1975).




      In 1967/ manufacturers classified under SIC 2952 consumed 9.1 million




 barrels of 200 and less penetration asphalt; by 1972, consumption increased




 to 12.8 million barrels.  Consumption of 200 and over penetration asphalt




 was 27.6 million barrels in 1967 and 41.1 million barrels in 1972 (U.S.  Bureau




 of Census, 1975),




      Although coal tar and coal tar pitch are still used in the roofing  trade,




 there has been a trend of increasing  use of asphalt.  For example,  864,000




 tons  of asphalt saturated felt were shipped in 1967, compared to 46,000  tons




 of tar saturated felt;  in 1972, asphalt felt shipment increased to 871,500  tons,




 while shipments of tar saturated felt declined to 36,500 tons (U.S.  Bureau  of




 Census,  1975).




      (2)   Products and materials




      The information  in  the  following section was obtained from Gerstle




 (1974)  and Berry  (1968).




      Bitumens  (asphalt or tar),  fillers or mineral coatings,  and felts or




woven fabrics  are  the three  major raw material classes used in the "asphalt"




roofing  industry.  Major  products include  roll roofing,  siding,  shingles,




saturated  felts, and  bituminous  adhesives  and cements.




     Roofing grade asphalts  are  air  blown  to certain softening point




specifications.  The  normal  range of softening points for saturant grade  as-




phalts is  38°  to 60°C (100°  to  140°F) ,  for roofing cements 63° to 82°C




 (145° to 180°F) , and  for  coating  grade  asphalt 93° to 107°C  (200° to 225°F)  .




     Mineral granules such as sand or asbestos  used on  felt  rolls  and cut




shingles must be dust-free,  opaque to sunlight and bondable  to the asphalt

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                                     - 59 -
coating.  Approximately 700 pounds of granules are used per ton of finished




material.




     Felts of cloth, paper or asbestos are formed on machines similar to those




used in the manufacture of paper.  Woven fabrics such as burlap, hessian or




duck are also used; these materials, however, do not take up as much saturant




as pressed felts.




     Bituminous adhesives are used on built-up roofs subjected to wide tempera-




ture fluctuations and in construction of above or below ground  membrane water-




proofing on bridges, culverts, tunnels or foundations.  Asphalt putty or bi-




tuminous cements are prepared to troweling consistency and are used for repair




of metal and composition roofing, for damp proofing and minor waterproofing.




     (3)  Process descriptions




     The following section is based on information from Berry (1968) and Gerstle




(1974) .




     Composition roofs are either "built-up" or "prepared."  Built-up roofs




are essentially manufactured on the job, assembled by alternating layers of




asphalt or tar saturated felt and soft bitumen.  Shingles are considered




"prepared" roofing.  Both types of roofs consist of a structural felt saturated




with bitumen and finished with a hard bitumen coating embedded with mineral




granules.




     Prepared roofing material




     Production of saturated felt to wind  in rolls or cut into shingles is




the primary operation of roofing mill processes.




     Standard weight felts (15, 30, and 55 pounds per 48 square feet) are run




through saturator tanks filled with hot asphalt (232° to 260°C  (450° to 500°F))




on loopers running at average speeds between 250 and 400 feet per minute.

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                                      - 60 -
 Saturation with hot bitumen fills voids  in the  felt, binds the  fibers, and




 primes the material for an outer protective coating.




      After cooling and drying,  the saturated felt  is coated with a bitumen




 relatively harder than that used in saturation.    If smooth roll roofing is




 being manufactured, the saturated felt or fabric is covered with a parting




 agent such as talc, mica,  slag  or sand (approximately  3  to 5 pounds per 100




 square feet of felt)  which is applied to facilitate separation  of layers.




 Mineral granules are embedded into the top coating with  hot press rollers




 (107° to 135°C (225°  to 275°F)).  A parting agent is applied to  the back and




 the  material is either rolled or cut into shingles.




      Built-up roofing




      Large,  low-slope roofs on  buildings such as warehouses and large apart-




 ment complexes are often built  up.   The  roof is  assembled using bitumen-




 saturated felt and cold-process cement or roofing  asphalts having a softening




 point of 57°  to 93°C  (135cto 200°F).




      Hot-applied systems utilize alternating layers of standard roofing felt




 and  bitumen.   The bitumen  is usually in  solid blocks that must  be chopped and




 heated.   The  first layer of felt is spread and mopped  with hot  bitumen.




 Depending on  the  size  and  complexity of  the job, subsequent layers are placed




 manually  and  sealed or put down with a felt machine that spreads heated bitumen




 and  rolls out felt in  a  single  operation.




     A prefabricated cap sheet  (felt-surface with mineral granules) is laid,




 or the granules may be embedded on  site  using an asphalt spreader followed




by a rock spreader.




     Cold-applied roofing materials  are  used when the  standard  heating kettle




of hot-applied systems is dangerous or impractical.  The cold-process cement

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                                     - 61 -
adheres to the felt and the cement solvent.(usually a 149° to 204°C.(300° to




400°P) boiling range naphtha) evaporates through it.  Within 24 hours of




assembling, the roof is waterproof.




     2.  Minor uses




     The following section is based on information obtained from Hoiberg et al.




 (1963), Hoiberg  (1965a,b) and Asphalt Institute (1973, 1974a).




     The value of asphalt in waterproofing, cementing, and providing protective




coatings has been known at least five thousand years.  In the Mesopotamia




and Indus Valley regions (ca 3500 BC) asphalt was used for paving, building,




as a wood protectant and in waterproofing enclosures.  The Egyptians used




asphalt in mummification.




     The uses today classified as "minor" or "miscellaneous" are nonetheless




significant, both in terms of value and diversity.




     Asphalt is compatible with a variety of fillers.  Styrene-butadiene




rubber, tire buffings, neoprene and reclaimed rubber have all been used in




mixtures with asphalt to produce caulking compounds, joint sealants, cable




coatings, shoe soles, and sound insulation panels, as well as paving mixes.




Asphalt and polyepoxides (polyglycidal ethers) produce mixtures of excel]ent




chemical and solvent resistance.  Pavements, surface treatments, and protective




coatings for tunnels and bridge abuttments are often asphalt-epoxy mixtures.




Polyvinyl chloride, methacrylic resins, polybutenes and polybutadienes, coumarone




resin and mineral rubber (gilsonite) are other additives that improve the




performance of asphalt.




     Asphalt compounds are widely used in hydraulic engineering and erosion




control.  In conjunction with highway construction and maintenance, both




asphalt and coal tar pitch are used for soil stabilization and bank erosion




control.  Dam linings and sealants, canal linings and sealants, catchment

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                                       -  62  -
 basins, dike protection, levee stabilization, ditch linings, sand dune

 stabilization, sewage  lagoons, swimming pools and waste ponds are other

 applications for asphalt in hydraulic engineering.

      Asphalt has a variety of uses in the construction trade:  building blocks,

 bricks, sidings, floor tiles, insulation, putty, damp proofing,  varnishes,

 plumbing pipe coatings, paint compositions, joint fillers and  building papers.

      Because of its low electrical conductivity, asphalt is utilized in such

 products as insulating tapes, wire coatings, transformer potting compounds,

 capacitor seals,  molded conduits  and battery sealants.

      Asphalt is an effective sealant for containing wastes of  low or intermediate

 radioactivity (Christenson,  1968).

      Bitumens have been used as a stable matrix  to  which fertilizers,  pesticides

 and rodent repellents are added for slow release uses in fields,  road banks

 or on trees.

      Other products  in which asphalt may be found  are clay pigeons, foundry  cores,

 graphite and electrode binders, linings  for burial  vaults,  embalming compositions,

 printing inks, paper water proofing,  tree paints, mulches,  automobile  undersealants,

 briquette binders, marine enamels, mirror backings  and imitation  leather.

      3.  Alternatives  to the use of  asphalt

     Currently the paving industry is dominated by  asphalt:  ninety-four

percent of  the paved roads in the United  States are  covered with  asphalt; only

six percent with Portland cement-concrete (PCC)  (Oglesby,  1975).  Often

highways of PCC are laid, then paved with asphalt when resurfacing is required!.

Coal tar pitch, is also available as a replacement for asphalt in paving binders.
  •^Personal communication,  Ralph Cannon,  U.S.  Occupational Safety and Health
  Administration,  Cincinnati,  Ohio.

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                                      - 63 -
      Although  the  current roofing market is dominated by asphalt products, there




 are widely used substitutes,,  Pitch has been used for years and has, from an




 engineering  standpoint, performed well; materials such as sheets of




 neoprene, silicone rubber, polyvinyl chloride, polyvinyl fluoride, chloro-




 sulfonated polyethylene and ethylene polypropylene terpolymers have received




 attention as potential roofing products.  Liquid forms of some of these materials




 have been used with glass fiber mats, polymer bonded asbestos felt and polyure-




 than foam.    Metal roofs of galvanized iron or corrugated aluminum have been




 used in the South.  Slate, tile and wood shingles have had periods of popular




 use.  Asbestos-cement, formed of long asbestos fibers, portland cement and fine




 silica, is a durable, low maintenance roofing that was popular in the middle



 nineteenth century.




      The tar from plastics pyrolysis has a much lower PAH content than asphalt




 and can be fashioned into a good,  serviceable substitute for asphalt (Baum and




 Parker, 1974).   How much work is being done in this area is uncertain.




      Other than coal pitches,  which may increase in availability as petroleum




 supplies diminish and coal conversion is expanded, a universal replacement




 for asphalt will probably not be found.  Faced with choices of substitutions,




 the versatility and overall value  of asphalt,  known for over 5000 years,  is




 apparent.




C.   Environmental  contamination potential




     1.  Controlled and uncontrolled emissions




a-   Air blowing




     Of seventy-six roofing companies surveyed by the Midwest Research Institute,




82 percent purchased asphalt air blown at the refinery.  The thirteen companies




that processed their own asphalt all had thermal afterburners  (fume incinerators)




as air pollution control devices.  Refinery air blowing operations, by and large,

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                                      - 64 -
 also have some variety of fume incinerator as a control device (Gorman,  1976).

      At one time, blowing was done primarily in horizontal cylindrical tanks

 (stills).  The conversion to vertical tanks has resulted in reduced emissions

 because of the shorter blowing time required.  Losses of asphalt from horizontal

 stills have been estimated from 3 to 5 percent of the total amount blown;  losses

 from vertical stills are between 1 and 2 percent (Gerstle, 1974).

        Rate of air flow, temperature, phase of the blowing cycle,  sulfur content

 of the asphalt, softening point of the asphalt and duration of the operation

 all influence overall emissions.   A high-melting asphalt,  for example, requires

 a  longer blowing time, thus producing a greater amount of particulate emissions.

        Air blowing emissions may contain water vapor, carbon monoxide, carbon

 dioxide,  sulfur and nitrogen oxides, hydrogen sulfide, aldehydes,  entrained

 asphalt droplets and polycyclic aromatic hydrocarbons (Kratky,  1968;  Jones,

 1973; Gerstle,  1974).

        About  0.0008 to 0.0019 percent of the particulate emissions may consist of

 PAH (Gerstle,  1974).   PAH isolated from air blowing emissions include benzo(c)-

 phenanthrene,  benzo(a)pyrene, benzo(e)pyrene, 7,12-dimethylbenz(a)anthracene,

 dibenz(a,h)pyrene,  dibenz(a,i)pyrene,  pyrene, anthracene,  phenanthrene and

 fluoranthene  (Gerstle,  1974,-von Lehmden et  aJU,  1965).

        Emission  control

        The primary -method of control for air blowing  operations is the thermal

 afterburner (fume incinerator).  For optimal operation the effluent gas

 should  be retained  in  the incineration chamber  from 0.3  to 0.5 seconds.  For
                                                                   %
 90 percent control  the minimum chamber temperature  should  be  750°C; 99 percent

 control can be achieved with a chamber temperature  of 816°C  (Jones, 1973;

Gerstle, 1974).  Afterburners  in operation  currently  raise temperatures  from

 538°C to 1090°C  (Gorman,  1976).

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                                     - 65 -
     Afterburners may be used in conjunction with scrubbers.   In this case,




the effluent from the afterburner flows through an oil-water gravity separator




and then to the scrubbing unit.  The oil may be removed and burned as fuel or




reprocessed (Jones, 1973).  The gases from the scrubber are vented to the




atmosphere.




     Several other control methods are potentially available to contain emissions




from asphalt airblowing.  Catalytic fume burners are not recommended because




entrained asphalt droplets in the effluent gas clog the catalyst (Jones, 1973;




Gorman, 1976).  Dry electrostatic precipitators are also difficult to maintain




because asphalt droplets foul the filters (Gerstle, 1974; Gorman, 1976).  Wet




electrostatic precipitators can give 99 percent control; however, the water must




be processed before disposal (Gerstle, 1974; Gorman, 1976).  High energy air




filters are unable to control gaseous emissions or odors but can collect 98 per-




cent of the particulate emissions and are easy to maintain (Gorman, 1976) .




b.  Roofing  mills




     Forty-eight percent of roofing plants  (SIC 2952) are located in cities




with populations of over 100,000; the six largest plants account for 20 per-




cent of the total production of roofing materials.  Poorly controlled emissions




thus could contribute to the general air pollution burden of many urban areas




(Gerstle, 1974).




     Asphalt roofing plants are often characterized by a hazy, odorous




atmosphere in and around the plant,  Unless air blowing  (see preceding




section) is done at the plant, the major source of emissions is the saturator




tank.  Sulfur compounds, aldehydes, carbon monoxide, water vapor, gaseous




hydrocarbons and entrained asphalt droplets are usually present.  PAH may




be a problem from the saturator tank or the hot asphalt storage tanks.




Inorganic particulates  from  the  sand  (mineral  granule)  drier,  the  coating

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                                       - 66 -
  mixer or application of  the  parting  agent  commonly contribute to the hazy




  atmosphere (Gerstle,  1974).




       The saturator tank  is ordinarily somewhat  enclosed by a hood, which may




  vent directly  to  the atmosphere  or to a control device similar to those used




  for  air  blowing emissions.   If particulate emissions are present, fabric filters




  can  be installed  (Gorman,  1976).




       Roofing kettles




       Thermal cracking caused by  hot  spots  in roofing kettles  (reaching 538°C




  near the blast burners)  is responsible for the dense white vapors that are




  often associated  with roofing operations.  According to a study by Thomas




  and  Mukai (1975),  maintaining an  even kettle temperature of less than 260°C




  will eliminate all apparent  emissions.  The study recommends that granular




  asphalt  be introduced into the kettle through an interlock system, rather




  than removing  the  kettle lid, and that an  afterburner (fume incinerator)




 be installed on the exhaust  duct.




 c.    Hot  mix plants




      There are  approximately  4500 hot mix plants  in the United States,




 producing  350  million tons of  finished paving mix  annually  (Puzinauskas




 and Corbett, 1975).  These  plants contribute over 31  thousand  tons of




 particulates to the atmosphere  each year.   This represents less than 0.01




 percent of the  nation's particulate inventory  (Pit  and Quarry,  1972).  The




 major source of particulate emissions from  hot mix plants is the aggregate




 drier; quantities  up to 6700  pounds per 182 tons of finished wix have been




 reported.   Combined particulate emissions from other sources - aggregate




 elevators, aggregate separating screens and pugmill mixers - are three or




four  times less (Danielson, 1973).

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                                     - 67 -
     Untrained particulate material in the uncontrolled effluent gas stream




may represent four to eight percent of the weight of the mineral aggregate being




dried  (Pit and Quarry, 1972).  When mineral filler 74 micrometers or less in




diameter is being dried, up to 55 weight-percent of the material may be lost




to the effluent gas stream  (Danielson, 1973).   Particulate matter in the




uncontrolled emissions ranges up to 100 pm in diameter, with almost 70 percent




by weight associated with particles less than 74 lorn and 20 percent with par-




ticles less than 5 um (U.S. Environmental Protection Agency, 1975a).




     Hot mix plant exhaust gases that meet federal air pollution standards




contain few particles larger than 40 ^im; the majority range in size from 0.1 to




10 jjm  (U.S. Environmental Protection Agency, 1975a).




     In addition to particulates, emissions from hot mix plants can contain




carbon monoxide, nitrogen oxides, sulfur dioxide, hydrogen sulfide, carbonyl




sulfide, aldehydes, phenol, polycyclic aromatic hydrocarbons and metals




(Puzinauskas and Corbett, 1975).  PAH isolated include pyrene, benz(a)anthracene,




anthracene, benzo(a)pyrene, benzo(e)pyrene and perylene  (Puzinauskas and Corbett,




1975; von Lehmden ejt aJU , 1965),




     Metals in asphalt tend to remain associated with the high molecular




weight, relatively nonvolatile organic complexes; thus they can be expected




to remain in the finished mix.  Low concentrations, however, of cadmium, lead,




nickel, and vanadium have been detected in asphalt plant emissions  (Puzinauskas




and Corbett, 1975).  In  a study by Klein  (1972) an "asphalt plant"  (unspecified




products) was implicated as the source of mercury, at levels ranging from 0.15




to greater than 0.3 ppm, found in the soil of an area of woodlands and fruit




orchards.

-------
                                      - 68 -
      Control methods




      The federal standards for asphalt hot mix plants (40 CPR 60.11)  limit




 particulate emissions to less than 90 milligrams per dry standard cubic meter




 (mg/dscm) and opacity to less than 20 percent (U.S.  Environmental Protection




 Agency, 1974).




      The collection efficiency of most cyclone systems used for control of




 hot mix plant effluent gases varies from 70 to 90 percent for most particle




 sizes (Panielson,  1973).   A wet scrubber (centrifugal or high energy  wet




 venturi)  or fabric filter can be added to the cyclone sytem to increase




 control efficiency up to  99 percent (Danielson,  1973).   Water from the




 scrubbers may be contaminated  with mineral particles (less than 74 urn) ,  clay




 particles,  sulfuric acid  (depending upon type of fuel used to fire drier),




 gasoline,  oil or asphalt  (Asphalt Institute,  1974 b).




 d.   Paving




      Preparation of cutback asphalts and conditions  of  use have been  discussed




 in Sections  II.A.5. and II.B.I.a.(3).




      Approximately four percent -  655,000 metric tons  -  of the volatile




 organic compounds  emitted annually from all U.S.  stationary sources have been




 attributed to the  use  of  cutback asphalts.   Although  the mixing and trans-




porting of liquified asphalts  contributes to  emissions,  road  surfaces are  the




major source.  It  has  been estimated that substitution of  emulsified  asphalts




 (water and asphalt)  would reduce volatile organic compound emissions  from




paved surfaces by  100  percent.   States  that have  begun substituting emulsions




for cutbacks have  reported few problems  or  major  expenses  associated with the




transition.  No  significant  solid  or liquid wastes result  from usage of emulsions




 (U.S. Environmental  Protection Agency,  1977;  Kandahl, 1974).

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                                      - 69  -
     2.  Contamination potential of asphalt transport and storage




     There are no available estimates of the actual or potential contamination




from the transport of asphalt or its products.  According to 1972 figures,




over 70 percent of asphalt paving and roofing products, solid and liquid, are




shipped distances between 300 and 999 miles.  Of that percentage, 65 percent




are loads exceeding 45 tons shipped primarily by water, secondarily by rail.




More than 20 percent of asphalt loads are 15 to 30 tons shipped by truck




tU.S. Bureau of Census, 1976).  Liquid asphalt is shipped in specially de-




signed trucks, heated rail cars or barges.




     There are few estimates of contamination potential due to storage of




asphalt.  Liquid asphalt is maintained in tanks of various sizes at temperatures




of 178° to 232'C  (350° to 450°F).  Emissions are variable and depend, in part,




on storage temperature, asphalt composition and frequency of filling.  Recently




constructed tanks minimize hydrocarbon emissions and, although many are vented




to the atmosphere, some are attached to thermal afterburners (fume incinerators)




(Gerstle, 1974).




     Samples of vapors displaced during a filling operation of hot storage




tank showed nitrogen  (67.3%), oxygen (13%), carbon monoxide  (1.4%), water




(18.2%) and traces of methane, ethane and argon.  An estimate of possible




hydrocarbon displacement, assuming a molecular weight of 120, is 0.01 pounds




of hydrocarbon per ton of asphalt  (Gerstle, 1974).




     3.  Contamination potential from disposal




     How much asphalt is actually "thrown away" is not known.  According to




Mantell (1975), asphalt containing oil bottoms or not meeting specifications




is buried in gulleys or landfill areas.




     Much of the refinery waste of 20 or 25 years ago is now being processed




into marketable goods or has been eliminated by alternative processes.  Waste

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                                      - 70 -
 that is generated is still most commonly buried in landfill areas.   Quality




 control of these operations is variable, depending upon the individual




 circumstances (Rosenberg et al.,  1976).




      The most tangible contribution of  asphaltic residues  to the environment




 is metals or organometallic complexes.   Metals  potentially present  in as-




 phalt waste are vanadium,  nickel,  iron,  copper, small  amounts of cadmium,




 cobalt,  lead, molybdenum and mercury.  An estimate of  contamination by  these




 metals from waste asphalt is not  available (Rosenberg  et. al^., 1976).




      4.   Environmental contamination potential  from use




      Large surface areas of asphalt remain constantly  exposed to the environ-




 ment.  Aside from emissions and effluents from  the manufacture of asphalt




 products,  many uses provide potential sources of contamination:   roads, soil and




 shoreline  stabilizers,  weatherproof coatings on foundations,  tunnels, and




 bridges, dam and reservoir linings  and pipe coatings.




     The question of whether roads  paved with asphalt  are  a source  of poly-




 cyclic aromatic  hydrocarbons,  and thus pose a potential health threat, has not




 been resolved.   According  to studies by  Neukomm et al.   (1975)  and  Just et




 al.  (1971)  there were no discernible differences  in the concentration of PAH iso-




 lated  from air and dust near roads  paved with asphalt  and roads paved with con-




 crete.  Neither  study specified the exact composition  of the  "asphalt" high-




way.   Waibel  (1976)  concluded  that  "bitumen" highways  (13%  coal tar pitch and




87% asphalt)  are a significant source of benzo(a)pyrene.  Contrasting a con-




crete  and  a bitumen highway of similiar  traffic flow, Waibel  (1976)  found that




dust generated from the bitumen pavement had over  three times  the BaP con-




centration  (15 mg per one meter length of  two lane  road in winter; 10 mg in




summer) of dust  generated from the  concrete.  The majority of BaP was associ-




ated with particles between  15  and  30 micrometers  in diameter.

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                                     - 71 -
      5.  Weathering and microbial degradation




      Many of the major uses of asphalt are based on its permanence and




persistence under  conditions of prolonged exposure of large surface areas to




the  environment.   Paving and roofing materials are constantly exposed to heat,




light, water, wind and atmospheric oxidants.  Road-building material are sub-




ject, in addition, to mechanical stress and abrasion by vehicular traffic and




to the leaching effects of ice control chemicals.  Waterproofing compounds and




weatherproofing sealants may be constantly exposed to fresh or saline water.




      Transformation of the physical structure of asphalt by heat, light,




intermittent freezing, traffic stress, and erosion exposes additional surface




area to the effects of weathering.  Under these conditions, asphalt may be




broken into particles small enough to be transported by wind and water.




Weathering products of interest because of potential health effects include




polynuclear aromatic hydrocarbons - including heterocyclic compounds as well




as PAH - and trace metals.  The contribuition of asphalt to the environmental




load of polynuclear hydrocarbons and metals has not been examined.




      Weathering




      In paving materials, the primary cause of surface hardening seems to be




volatilization or  polymerization of the asphalt binder.  In roofing asphalts,




mechanical stress  due to thermal shock results in surface cracks that signal




failure; sunlight  may catalyze the polymerization that is responsible for




brittleness and subsequent cracking  (Wright, 1965; Berry, 1968) .




      Oxidation, a  primary weathering process that affects asphalt, results in




the  loss of water, carbon dioxide and volatile organic compounds.  The asphal-




tene content of asphalts increases after oxidation, probably due to oxidation of




oils.  Formation and subsequent loss of water-soluble and volatile compounds




result in weight reduction of the asphalt.  The hardening following oxidation may




be due to the conversion of resins to asphaltenes and oils to resins (Wright, 1965)

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                                      - 72 -
      Although exposure of asphalt to oxidants  other  than 02 accelerates aging,




 it is difficult to ascertain the impact of  such prevalent air pollutants as ni-




 trogen oxides,   peroxides,  sulfur oxides and ozone on  the aging or degrada-




 tion of  asphalt (Wright,  1965).   The use of antioxidants to retard asphalt




 aging has  been proposed.  Additives  that decompose peroxides extend dura-




 bility and retard asphalt weight loss (Wright, 1965).




      Tests in which paving  asphalts  were exposed  to  heat in the absence of




 light, the presence of ultraviolet and  the  presence  of infrared, suggest that




 light may  have a substantial effect  on  asphalt performance.  Under ultraviolet




 light, large decreases in penetration and increases  in softening point occurred.




 The infrared exposure  produced changes  intermediate  between the conditions of




 no light and of ultraviolet light (Vallerga et al.,  1957).




      Traxler and Scrivener  (1971)  implicated trace metals as catalysts in the




 hardening  of asphalt observed after  exposure to sunlight.




      Exposure of asphalt  to water accelerates  aging  of asphalt materials,




 probably due to the loss  of water-soluble compounds, with subsequent exposure




 of  a  fresh surface  to  the elements.   It has also been  observed that asphalt




 degradation is  hastened by  increased humidity  (Wright, 1965).  Pure asphalt




 has a limited solubility  in water, in the range of 0.001 to 0.01 percent;




 commercial asphalts, however, vary in their water absorption capacity depending




 on  the presence  of  water-soluble  salts  or absorbing  fillers such as gypsum,




 the use  of catalysts in air-blowing,  and the origin  and hardness of the as-




phalt itself.




     Although roads are subjected to  mechanical stress, failure of the as-




phalt is due  to  increasing brittleness  caused by volatilization and oxidation




followed by polymerization.  Failure  of  roofs is caused to a great extent by

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                                    - 73 -
mechanical stress:  during weathering, the asphaltene fraction increases at




the expense of the oils and resins, resulting in insufficient oil to sus-




tain the plastic structure of the asphaltenes.  Severe cracking occurs,




hastened by thermal shock and ultraviolet light (Wright, 1965}.




    Microbial degradation




    All bitumens are potentially susceptible to biological degradation to




some degree.  Most bitumens, in fact, whether manufactured or naturally




occurring, are attacked to some extent by a variety of microorganisms.  It




is difficult to ascertain the degree of damage to manufactured products




or the extent of decomposition of native deposits, as well as the number




and diversity of organisms capable of hydrocarbon utilization.  A partial




list of bitumen utilizers includes Thiobacillus denitrificans, Mucor spp,




Pseudomonas spp, Micrococcus spp, Bacillus spp, Alcaligenes spp, Mycobacterium




spp, Chromobacter spp, and Flavobacterium spp (Traxler, 1964).




    Asphaltic components of crude oil  can be  assimilated by microorganisms




under aerobic and anaerobic conditions, yielding, for  example, hydrogen  sul-




fide and asphaltenes  (Atlas and  Bartha, 1973).  The effect of bacteria on




asphalt viscosity has been studied by  Traxler et  al.(1964).  Brunnock  et al.




 (1968) have reported that residual oils, after degradation, have higher  vis-




cosities and increased asphaltene content, but unchanged paraffin profile and




content of vanadium and nickel.  The increase in  asphaltenes as a result of




microbial degradation of crude oil has also been  reported by Walker et a.1.




 (1975a,b) and Jobson ejt al.   (1972).   It has  been suggested  that the observed




increase in asphaltenes, a mixture of  polar,  pentane insoluble  compounds,




may arise from the production of extracellular compounds such  as carboxylic




acids, esters and ketones.




    Four species of fungi  (Cephalosporium acremonium,  Penicillium spp,




Cunninghamella elegans, and Aspergillus versicolor) were tested for their




ability to utilize an asphaltic  base crude and a  paraffinic  base crude.  After

-------
                                     -  74 -
five days of growth in a medium containing basal salts plus crude oil, over




90 percent of the paraffinic crude had been assimilated.  However, less than




half that amount of asphaltic base crude had been utilized  (Cerniglia and




Perry, 1973).




     Walker e_t al_.  (1975a,b) investigated the ability of an achlorophyllous




alga, Prototheca zopfii, to degrade motor oil and a Louisiana crude.  After




thirty days, ten percent of the motor oil and forty percent of the crude oil




had been degraded.  The asphaltene and resin content of the motor oil increased,




whereas these fractions decreased in the crude oil.




     As a result of weathering and biological degradation,  asphalt may release




 metals,  organometallic complexes, polycyclic and heterocyclic hydrocarbons to




 the soil,  air or water.   The potential impact of metals such as vanadium,




 nickel and cadmium on the environment and on health has been reviewed by




 Berry and Wallace (1974),  Braunstein et al.  (1976), the National Research




 Council  (1974,  1975) ,  and the International  Agency for Research on Cancer




 (1976).  The  formation,  degradation,  and bioaccumulation of PAH and their




potential  environmental  impact have  been reviewed by Braunstein et al.




 (1976),  Andelman and  Suess (1970), Andelman  and Snodgrass  (1974),  Borneff




 (1975) ,  National Research  Council (1972),  ZoBell (1971)  and Radding e_t al.




 (1976).  The  limited  information  available on heterocyclic compounds has




been  reviewed by the  International Agency for Research on  Cancer  (1973).

-------
                                 - 75 -
       III.  ENVIRONMENTAL EXPOSURE FACTORS:   COAL TAR PITCH









A.   Production and Consumption




     1.  Quantity produced




     All of the coal tar commercially available in the United States




is the residue of by-product coke oven tar distillation.   Coke plants are





classified as furnace plants (owned by iron and steel companies to produce




blast furnace coke for their own use) and merchant plants (associated with




chemical companies or gas utilities  producing  blast furnace or foundry




coke for sale on the open market).  In 1974, the 48 furnace plants accounted




for 92 percent of the coke oven production and the 14 merchant plants for




8 percent  (U.S. Bureau of Mines, 1975) (Table III-l).




     2.  Market trends




     The absolute quantity of pitch available to process depends on the




amount of coal tar produced, which, in turn, depends on the type and amount




of coal carbonized for metallurgical coke production (Figures III<-lr2) .




However, the amount of tar produced will always be roughly proportional




to the metallurgical coke requirement  (Mutschler, 1975).  In 1974, all




coke ovens produced tar varying between 6 and 9 gallons per ton of coal




carbonized.  Plants in West Virginia, Colorado, California and Utah used




large percentages of high-volatile coals, and thus had higher yields of




tar per amount of coal coked (U.S. Bureau of Mines, 1975).




     Generally the amount of tar available for processing is limited




first by the need for tar-pitch liquid fuels in steel-melting and blast




furnaces  (McGannon, 1971).  In 1974, for example, coke plant operators

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                                  - 76 -
                              TABLE III-l
                   CRUDE TAR PRODUCTION AND PROCESSING:
                      PITCH PRODUCTION  1954-1975
Year           Tar produced         Tar processed        Pitch* produced
             million gallons       million gallons        thousand tons
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
716
853
833
873
669
654
688
633
650
672
763
803
802
780
761
769
761
679
747
732
677
646
556
679
734
674
555
534
616
604
610
573
602
616
605
595
644
667
658
572
593
554
503
450
1638
2062
2068
1907
1590
1528
1905
2045
1879
1788
1877
2004
1935
1875
1933
1870
1758
1312
1368
1386
1240
1227
* Includes soft, medium and hard pitch, pitch of tar coke and pitch emulsion.
  Does not necessarily include road tar or other special tar categories.

Source:  U.S. International Trade Commission, 1954-1976

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                        - 77 -
                     FIGURE III-l.

           CRUDE COAL TAR PRODUCED AND PROCESSED

                IN BY-PRODUCT COKE OVENS
  850
 C/J


 <750

I650
5
  550
  150'
  350
N'
                                  • TOTAL PRODUCTION

             •                   A QUANTITY PROCESSED
                   •-•,
                     \
                  /   X ,.
  /A              /     V-.
-AU/        A/--
         '\   /          A  W   \
         A/:   ^  A'    \
         •vy     V     \A/
                                 A
                                  \
                                    \
         1955      1960     1965     1970      1975

                          YEARS
   Source:  U.S. International Trade Commission, 1954-1976

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                             - 78 -
   FIGURE III-2.  ANNUAL PITCH PRODUCTION AND SALES 1954-1975
   2100
   1900
 CO
 p
   1700
 CO
  :1500
   1300
bllOO
   900-
   700
                   • PRODUCTION
                   A SALES
i  i   «  «  i  •  *  i  i
           1955       1960       1965      1970       1975
                                 YEARS
      Source;  U.S. International Trade Commission,  1954-1976

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                                     - 79  -
 consumed 55 percent of the coal tar produced; 50 percent of this was processed




 by the operators and 49 percent consumed directly as fuel.  Thus, in 1974,




 27 percent of the total tar from coking operations was consumed directly as




 fuel.  In the past ten years, this percentage has generally varied between




 12 and 27 percent (U.S. International Trade Commission, 1966 - 1976).




     Until recently, the coal tar pitch market was dominated by the use of




 pitch as a fuel.  The importance of pitch as a binder in carbon and graphite




 products has increased, however, with the largest single use of pitch being




 as a binder in carbon electrodes used in the manufacture of aluminum (Table




 III-2).




     In the past three years, demand for metallurgical coke has averaged




 approximately 85 million tons annually  (Coal Age, 1976).  By 1985, assuming




 no major changes in iron reduction technology, annual metallurgical coke




 demand should reach 109.4 million tons  (Mutschler, 1975).




     Formcoke briquetting  (no description found in the literature) has been




 proposed as an alternative to coke oven production of metallurgical coke.




 Currently, a formcoke pilot plant is being tested at Sparrow Point, Maryland,




 by a consortium of four steel companies and one coal company.  At Inland




 Steel's Indiana Harbor Works, East Chicago, Indiana blast furnace operation




 and iron quality were normal in test runs using up to 50 percent formcoke.




 (U.S. Bureau of Mines, 1975).  If formcoking is successfully implemented by




 1985, demand for metallurgical coke could be as low as 67 million tons




 annually (Mutschler, 1975).




     Potential sources of pitch are coal liquefaction and gasification, of




which a number of bench scale models and pilot plants are now being tested.




Each different process has different effluent problems:  for example, the




Hygas process yields negligible quantities of tar, but high concentrations

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                                   - 80 -
    TABLE III-2.   CONSUMPTION OF COAL  TAR PITCH BY MARKET  (THOUSAND TONS)
Use
Fuel
Binder for carbon
products
Roofing
Fiber pipe
Coatings
Misc. (total)
Refractory pitch
Target pitch
Foundry sands
Average
1950-52
822
200

280
65
130
130
na
10
na
1960
925
220

na
95
90
150
. na
10
na
1964
912
490

130
95
90
160
na
10
25
1977*
200
720

80
na
na
150
6
10
na -
na = not available




*Projected figures




Source:   Cohrssen, 1977

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                                    - 81 -
of phenol.  On the other hand, the Synthane process yields negligible phenol

concentrations, but large amounts of tar.  The quantity of a "by-product" such

as phenol, oil or tar within one system can vary as much as 100-fold depend-

ing on process variables (Massey, 1977).

     3.  Market prices

     From 1969 until 1973, the price of crude coal tar increased from

$0.10 per gallon to $0.12 per gallon.  In 1974 and 1975, coal tar was worth

an average of $0.33 per gallon (U.S. International Trade Commission, 1976).

From 1964 to 1974, the value of pitch increased from $39 per ton to $95 per

ton (Table III-3).  The current average price for soft, medium and hard

pitch exceeds $102 per ton and is expected to continue increasing (U.S.

International Trade Commission, 1954-1977).

     4.  Producers and distributors

     In 1975, five of sixty-two coke oven plants listed pitch as a by-

product in information given to the U.S. Bureau of Mines, Division of Fuels

(1976b).  These plants are:

               U.S. Steel Corp., Fairfield, Alabama
                                 Gary, Indiana
                                 Clairton, Pennsylvania

               Bethlehem Steel Corp., Johnstown, Pennsylvania

               Wheeling-Pittsburgh Steel Corp., East Steubenville,
                West Virginia

     This information implies, perhaps not accurately, that all other pitch

was derived from tar distillation, rather than by-product coking, at facilities

other than coke ovens.

     The following companies may be considered producers and/or distributors of

coal tar pitch (Oil, Paint and Drug Chemical Buyers Guide 1975-76; U.S. Inter-
  ^
national Trade Commission, 1976) :

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                                -  82  -
                TABLE III-3. PITCH SALES AND VALUE
Year
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
Sales
(thousand tons)
1119
1081
1167
1128
1219
1311
1292
1033
1009
1001
882
888
Value
(dollars)
43,700
38,400
43,100
40,900
40,900
41,500
46,400
48,200
48,600
50,800
83,600
90,300
Unit Value1
(dollars/ton)
39
36
37
36
34
32
36
47
48
51
95
102
This value represents an average of unit values for soft, medium and hard
pitch.

Source: U^S. International  Trade Commission,  1964-1976

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                                    - 83 -
                    Allied Asphalt and Mineral Corp.
                    Allied Chemical Corp., Semet-Solvay Div.
                    Coopers Creek Chemical Corp.
                    Crowley Tar Products, Inc.
                    Donner-Hanna Coke Corp.
                    Bethlehem Steel Corp., Interlake, Inc.)
                    Husky Industries
                    Jennison-Wright Corp.
                    Koppers Co., Inc. Organic Materials Div.
                    Ore and Ferro Corp.
                    Reilly Tar and Chemical Corp.
                    Samuel Cabot, Inc.
                    USS Chemicals, Div. of US Steel Corp.
                    Witco Chemical Corp., Pioneer Div.
                    Ziegler Chemical and Mineral Corp.

     5.  Production process

     Pitch is the residue from fractional distillation of the tar that volatil-

izes during the destructive distillation of coal.  There are 62 coke oven bat-

teries operating in the United States, two-thirds of which are more than twenty

years old.  Ninety-two percent of the coke produced is used as a reducing

agent in blast furnaces; eight percent is used as foundry coke (U.S. Depart-

ment of Labor, 1975).

     Information in the following section on the basic method of pitch

production was derived from McNeil  (1966a,b; 1969), U.S. Department of Labor

(1975), and Lauer (1974).

     Coal is coked at high temperatures (above 1100°C) in the absence of air

for an average of 18 hours.  Softening of the coal begins above 350°C; fluidity

increases as the temperature increases.  Between 400° and 500°C, most of the

volatile tar and gases, which represent 20 to 35 weight-percent of the initial

coal charged, are evolved, then collected for by-product recovery.  Above

550°C the residue solidifies, although some gas is still evolved.  By 900°C,

the solid residue is coked; continuing the process at higher temperatures

results in a coke of greater purity.

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                                     - 84 -
      The tarry volatiles and gases are removed through  refractory-lined




 standpipes to a collecting main where their temperature is  reduced  from




 600°  or 700°C to 100°C by spraying with a dilute  ammonia liquor.  The




 gases,  tar and liquor are then separated.




      Primary distillation of tar involves "topping"  (stripping off  fractions




 boiling below 300°C),  leaving a refined (base)  tar residue.  There  is no




 strict  delineation between the base tar and soft  pitch,  although the base




 tar is  usually defined as having a softening point of less  than 50°C.




 Soft  pitch has a softening point (ring and ball)  of  50°  to  75°C, medium




 pitch a: softening point of 75° to 85°C,  and hard  pitch  a softening  point of




 85d to  120°C.   Although pitch can be cut back with lower boiling coal tar




 fractions  to yield softer grades,  it is  ordinarily the  extent of distillation




 that  determines the pitch hardness.   Topped tar and  soft pitch include




 quantities  of  the  creosote fraction,  which may contain  12 to 14 percent




 phenanthrene and 2 to  4 percent acenaphthene, fluorene,  diphenylene oxide,




 anthracene  and carbazole,  as  well  as  naphthalene  and phenolic compounds.




     Although  there are many  variations  in process design for tar distillation,




most are highly  automated processes.  The  essential  features include a re-




 fractory brick  lined tube-still furnace  through which the tar flows, flash




 chambers in which water and volatiles are  separated  from the crude  tar,




and one or many bubble-cap fractionating columns  in which tar vapors are




separated by boiling range.   Most  tar distilleries use multiple flash chambers




to separate out the pitch before fractionating the tar.   Because tars are




thermally unstable, overheating, the most dire consequence of which is coke




formation in the apparatus, is avoided during distillation.

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                                     - 85 -
 B.   Uses




     1.   Major uses




     Information in  the  following  two sections was derived from Liggett  (1964),




 Lauer (1974),   Shuler and Bierbaum  (1974), and Encyclopaedia Britannica  (1969).



    Aside from  consumption as a fuel in open-hearth furnaces, the major




 usage of pitch  is as a binder and an impregnant in baked and graphitized carbon




 products.  Pitch, because of its high specific gravity, high carbon content and




 plasticity at the temperatures used in graphite manufacture, is utilized as




 a binder for petroleum coke (derived from delayed coking of heavy residual oils




 or asphalt) or  for carbon black, natural graphite, gilsonite  coke and anthra-




 cite coal.  In  the production of commercial carbon products the pitch binder and




 petroleum coke  (or other) filler are subjected to temperatures of 950° to




 1100°C; the production of graphite requires temperatures up to 3000°C.  Fol-




 lowing baking and impregnation with hot pitch, the pitch-coke mixture may be




 used directly  (e.g. carbon anodes in aluminum production), or graphitized be-




 fore use (e.g.  specialty products, resistors in electrolytic furnaces and




 foundry mold facings).




    Of the pitch used in baked and graphitized products, the greatest




 quantity is consumed in various electrode applications.  Direct-heating




 electrolytic furnaces for aluminum, lithium, potassium, sodium, calcium and




magnesium production commonly use prebaked carbon anodes.  In the case of




 aluminum production, 540 pounds of baked carbon anode delivers approximately




 130,000 amperes of direct current to a submerged bath of alumina, molten cryo-




 lite and aluminum fluoride.  The aluminum collects at the "cathode" formed




 by the carbon refractory lined  pot bottom, while oxygen collects at the anodes




which are consumed during the process.  About 50 pounds of carbon anode are




 required for 100 pounds of aluminum produced.   . _

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                                     - 86 -
     Carbon electrodes are also used in the following processes:  electric arc




 furnace melting and refining of ferrous metals;  submerged  arc electric




 furnace production of phosphorus,  ferroalloys, and calcium carbide; and




 diaphragm-type and mercury-cathode-type caustic  chlorine cells.




     Although prebaked carbon electrodes are most commonly  employed, the




 applications of the Soderberg (self-burning)  electrode are increasing.  This




 electrode is extruded as a soft paste  of calcined filler  (petroleum coke) and




 pitch binder (25 to 35 weight-percent)  into an electrolytic bath; the electrode




 is coked at 950°C,  consumed and continuously replaced during  the process of




 use.




     Uses of pitch that depend primarily on its heat resistance qualities




 are taking over an  increasing portion  of the baked carbon  market. Carbon




 refractories are a  relatively recent development in the metal and glass industries.




 The addition of pitch to a firebrick formula results in brick that can




 withstand the physical and chemical stresses  encountered as part of a furnace




 lining that must tolerate temperatures  up to  2000°C as well as the corro-




 sive  action of  molten metal or glass slag.




    Pitch-bonded bricks  are usually composed  of  sintered magnesite or dolo-




 mite  and coal tar pitch,  the pitch  inhibiting hydration of the minerals.  The




 mixture  of  sintered mineral filler  and binder is pressed into shape at 130°C.




 The pitch is coked  as  the bricks are fired.   Pitch is also used  to impregnate




 super-duty  fire clay  and  alumina brick.   The  heated bricks are pressure im-




 pregnated at. 200°C  and contain six  precent by volume pitch when  finished.  The




bricks are  not  fired  to carbonize the pitch.




    Refractory bricks may be  used in the basic oxygen steel furnace, blast




 furnace, pots used  in  aluminum and  alkali metal manufacture,  electric re-




duction furnaces  in ferroalloy manufacture, and in  foundry cupolas.

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                                     - 87 -
     Specialty carbon products requiring the use of graphite include




dies for high-temperature metal molding, graphite seals, bushings, carbon




brushes,  pencil "lead", woven graphite felt for high temperature insula-




tion, arc welding materials, foundry castings for highly reactive metals




(titanium, molybdenum, zirconium), and nuclear reactor moderators.




     Carbon anodes used in aluminum production are often manufactured




by the primary aluminum producer.  Other manufacturers of carbon and gra-




phite products include Airco-Speer Carbon-Graphite, Carborundum Co.,




Great Lakes Carbon, Collier Carbon and Chemical, and Union Carbide.




     2. Minor Uses




     In 1969, 55 million gallons of tar, including pitch and tar used




by homeowners for blacktopping driveways, were used in the United States




for. road building  (Lauer, 1974).




     Roofs covered with pitch are almost entirely confined to large,




low slope commercial warehouses, factories or large buildings.  Roofing




uses, including "tar" saturated felts, pitch cements and cutbacks, were




expected to require the use of 80 thousand tons of pitch (softening points




of 50° to 60°C) in 1977 (Table III-2).




     About 10 thousand tons are used annually to manufacture clay pigeons




used  in trapshooting.  "Target pitch" has a softening point of 125°C or




higher and is mixed with pulverized minerals like limestone, then molded




into the traditional saucer-shaped target.  The pitch imparts brittleness




which enhances the shattering (Lauer, 1974).




     The use of pitch in waterproof coatings has declined, largely because




of competition from asphalt and synthetic materials.  Some specification




coatings are produced, but information and estimates about them are un-




available (Lauer, 1974).

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                                     -  88 -
     Coal tar has been widely used  in a variety of topical medications such




 as  dandruff and fungicidal  shampoos, acne remedies and ointments for psoriasis




 and eczema.




 C.  Environmental Contamination Potential




     1.   Emissions from production




 a.   Coke ovens  and  tar distilleries




    A number of studies have been  directed at determining the magnitude of




 hazard  that coke ovens present, both to the worker and to the general public.




 Levels  of PAH in airborne emissions at one such steel and coke operation are




 presented in Table  III-4.   Almost  no work, however, has been done to determine




 whether tar distillation facilities, either part of a by-product recovery




 system  or independently operated,  contribute polynuclear aromatic hydrocarbons




 or metals to the environment.




    Masek (1972) collected  suspended dust and air samples in three Czechoslovakian




 coal tar distilleries, particularly focussing on areas where the tar and pitch




 were pumped and storage vessels emptied and filled.  Benzo(a)pyrene levels in




 the dust ranged from 121 to 2544 /ig/g, primarily associated with dust of




 less than five  micrometers  diameter.  Levels of BaP in the air ranged from




 0.30 to 8.49jig/m3.  Most PAH emissions in modern tar distilleries are a




 result  of leakage around seals  (Masek, 1972;  von Lehmden  ejb al_i, 1965).




 b.  Graphite manufacture




    The production of any baked or graphitic carbon product begins  with




 certain basic steps:  calcined filler is pulverized, cleaned and sized, then




mixed at 140 to 175°C with  pulverized or heated liquid pitch, which constitutes




 15 to 30 weight-percent.  Once the petroleum coke (filler) and pitch mixture




has been molded or extruded (at about 100°C and 400 to 8000 psi) it is baked,




perhaps  as  long as four weeks, in  a gas-fired furnace at 950° to 1100°C, then

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                                 - 89 -
TABLE III-4.  LEVELS OP AIRBORNE PAH IN EMISSIONS ASSOCIATED WITH AN
                         INTEGRATED STEEL AND COKE OPERATION
                                        Concentration  (yg/g
                 PAH                      suspended particle)

           Benzo(a)pyrene                        89

           Benzo(e)pyrene                        43

           Benzo(ghi)perylene                     77

           Coronene                             4.1

           Anthracene                             29

           Fluoranthene                           33

           Pyrene                                75

           Perylene                               10


      Source:  von Lehmden et al., 1965

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                                    -  90 -
 slowly cooled.   At the end of the baking period,  10  to  15 percent of the green




 (uncoked)  body  weight will have been lost;  30  to  40  percent  of  the binder will




 have volatilized,  as emissions which may or may not  be  adequately controlled,




 and the remainder  coked.   After cooling, the baked carbon may be impregnated




 with hot pitch  and subjected to temperatures up to 3000°C.   It  is important




 to note that the pitch component is  not present in the  final graphitic




 product (Oil, Chemical, and Atomic Workers  International Union, 1977).




     Large amounts  of dust are produced during  the grinding,  mixing and




 handling of the petroleum coke and the pitch.  Coal  tar pitch volatiles




 may be present  during baking and impregnation.  Pitch may contain vanadium,




 iron,  boron,  lead,  and other metals,  which  are a  potential hazard.




     No work has been found that examines emissions from carbon  baking




 and graphitizing;  however,  a study by Griest et al.   (1977)  examines fugitive




 emissions  associated with a bench scale graphite  production  operation.




 The grinding of pitch-coated coke resulted  in high BaP  concentrations,




 0.23 to 0.63 mg/m3  air.   In measurements taken to determine  ambient levels




 of  BaP  not associated with any particular operation, the BaP concentration




 reached a  peak  of  0.72 mg/m3.   The study does not necessarily reflect working




 conditions or the  type and quantity of emissions  escaping to the atmosphere.




     Electrodes  used by primary aluminum producers are often  manufactured




 in-house.   Several  suggestions for minimizing air pollution  from carbon anode




manufacture include the use of air pollution abatement  equipment - scrubbers,




multicyclones, baghouses  and fume incinerators -  and the use of carbon anodes




prebaked at 1100°C  rather than self-burning (Soderberg)  electrodes to elimin-




ate most of the volatiles  in the  pot  room  (Donaldson ejt  alU ,   1972; Larsen,




1973; Shuler, 1973}.

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                                    - 91 -
c.  Other production processes




    Pitch can be modified in much the same ways as asphalt.  Air blowing




pitch at 220° to 360°C will increase the binder resin content.  Subjecting




pitch to pressures from 50 to 500 psi at 370° to 488° C for several hours




produces a harder pitch.  (Hoiberg, 1966).  No information on the practices




of air blowing or thermal treating was found for pitch.




    Bolotova et al.   (1967) measured BaP emissions in and near a plant making




pitch-saturated roofing materials.  The pitch was maintained at 120°C.  The




BaP level in the plant was 0.001203 mg/m3; at a distance of 100 meters from




the plant it was 0.000129 mg/m3 ; at 500 meters it was 0.000047 mg/m3.




    Sawicki  (1967) reported the BaP level near a sidewalk tarring operation




as 0.078 mg/m3.




    Samples of fresh fumes obtained under experimental conditons from coal




tar pitch maintained at 200°C consisted largely of phenanthrene and anthra-




cene (Table III-5) (Kittle and Stukel, 1976).  Low fume  or no-burn pitch




(Koppers Co.) is available for roofing operations and its use should be en-




couraged (Hervin and Emmett, 1976b; Kittle and Stukel, 1976).




    Air polluted by coal tar pitch fumes is characterized by high pyrene/BaP,




BeP/benzo(ghi)perylene, and BaP/coronene ratios  (Sawicki e_t aJL., 1962).




Heterocyclic compounds such as acridine, carbazole and their derivatives




may also be present in pitch  fumes (White, 1975; Sawicki e_t al_., 1965).




    2.   Contamination potential from storage,_' transport and disposal




    Because pitch is often used in liquid form, it is economical to store




and ship it at elevated temperatures as a liquid  (Smith et al., 1966).




Solid pitch is handled as flakes or rods  (McNeil, 1969).  No information on




contamination from pitch storage or transport was found.

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                         - 92 -
TABLE  III-5.  COMPOSITION OF FRESH FUMES FROM ROOFING PITCH


PAH identified                                  Weight Percent


Phenanthrene/anthracene                           36.4

Fluoranthene                                      11.8

Carbazole                                          9.6

Fluorene                                           9.1

Pyrene                                             8.5

Naphthalene, its methylated
 derivatives, and xanthene                        24.6


Source:  Kittle and Stukel,  .1976

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                                    - 93 -
    No information on disposal of pitch was encountered;  it is unlikely that




significant quantities are simply thrown away since pitch can be used as a




fuel.




    3.  Contamination potential from use




    Pitch and tar-pitch mixtures are important fuels for the open hearth




furnace (McGannon, 1971).  The background levels of coal tar pitch volatiles




in steel and coke operations make it difficult to ascribe blame to any single




substance or operation.  No study addressing itself to pollution by pitch




as a fuel was found.




    The largest market for pitch is as an electrode binder and impregnant,




yet little attention has been paid to this potential source of carcinogenic




polycyclic and heterocyclic compounds or metals.  In theory, graphite electrodes




lose the volatile components during baking and graphitization and are no




longer a source of PAH during use.  In contrast, carbon electrodes not only




lose volatiles throughout the entire baking process (Gromiec, 1975), but




they may also be a source of PAH during use.  Soderberg (self-burning)




electrodes are a significant source of pitch volatiles (Shuler and Bierbaum,




1974; Larsen, 1973;  Konstantinov and Kuzminyuk, 1971).





    Electric arc furnaces may be lined with carbon refractories; carbon




electrodes may be used in them as well.  Tanimura  (1968) measured BaP levels




of 0.286 mg/g suspended particulate near an electric steel furnace; no source




of the BaP was suggested.




    The contribution of pitch to foundry pollution is not documented.  A  re-




view by Bates and Scheel  (1974) indicates that much work on foundry pollu-




tion, whether or not caused by pitch, needs to be done.

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                                     - 94 -
     Clay pigeons haye been Implicated as  the  source of pitch which has




 caused poisoning in livestock up to 35 years  after an area was used for




 trapshooting (Kernkamp,  1964).   Usually poisonings occur one or two years




 after the initial deposition of  target pitch.




     In addition to being a source of PAH, pitch may be a source of metals.




 Little work has actually been done on the trace metal content of pitch




 and its volatiles  except as metals affect engineering performance.  Levels of




 trace metals in pitch volatiles  at a coke oven  battery were determined by




 Schulte et al.  C1975J.   Zinc constituted  over half the metal concentration;




 copper and manganese were of intermediate concentration; traces of nickel and




 chromium wese found.   Also present in pitch are vanadium, iron, and boron




 (Liggett,  1964).




     4.   Weathering




     There has been much  less work done on the weathering of pitch than of




 asphalt,  probably becauses the uses in which  pitch is exposed to the environ-




 ment are  in its smaller  markets:  paving,  roofing and coatings.  The most




 significant factors in pitch weathering are evaporation of the more volatile




 tar  fractions and oxidation.  Pitch is highly water resistant and shows little




 response  to ultraviolet  light (Phelan and Rhodes, 1966).




    Asphalt and occasionally coal tar pitch are used as soil stabilizers.




A study by  Perov (1969)  on the migration  of heavy coal tar fractions suggests




 that  the use of pitch should be  avoided for soil applications.  Pitch can




 contain anthracene oil, phenolic  and cresolic compounds.  The anthracene




 fraction migrates  slowly  and tends  to be  retained at shallow depths for




prolonged periods.  The phenolic  and cresolic compounds pass through the soil




column quickly  and accumulate in  deeper layers.  Decomposition of these




heavy coal  tar  fractions, which are  present in appreciable concentration in

-------
                                  - 95 -
pitch used for road work and bank stabilization, proceeds slowly.   Perov




(1969) concludes that elution of water-soluble compounds from heavy coal




tar fractions is a potential threat to groundwater supplies.




     As a result of weathering and biological degradation, pitch may re-




lease metals, organometallic complexes, polycyclic and heterocyclic hydro-




carbons to the soil, air or water.  The reviews on metals and PAH mentioned




in Section II. C.5. (asphalt) can be useful in evaluating the potential




hazard of pitch in the environment.  Considering the variety and potential




carcinogenicity of compounds which may be made available from weathered




pitch or from pitch fumes, much work needs to be done on the subject of




bitumen degradation.

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                                     - 96 -
                           IV.  ANALYTICAL METHODS







       A number of analytical techniques in various combinations have  been




  developed for the identification and determination of some  of the  components




  of complex bituminous mixtures such as asphalt and pitch.




       Complex mixtures derived from fossil fuels,  such as  coal tar  pitch and




  asphalt,  contain many chemicals of biological  significance.   There has  been




  a great need to identify these compounds,  especially  the  polynuclear aro-




  matic hydrocarbons (PAH)  and aliphatics.   Among these are carcinogens,




  cocarcinogens and inhibitors.   Such components  may be distributed  through-




  out products derived  from these complex mixtures  or may be  disseminated




  into  air,  water and soil.




  A.  Sampling




       High  volume  air  samplers  are  used to  collect atmospheric samples by




  drawing air  through filters  at varying velocities.  Glass fiber filters




 without binders, which are relatively  inexpensive,  remove nearly all par-




 ticles greater than 0.3 microns  (Hoffman and Wynder,  1968; Kukreja and




 Bove,  1976).  Richards e_t al.   (1967)  compared glass  fiber filters, cellu-




 lose acetate membranes, cellulose filters, and cellulose thimbles with




 silver membrane filters.  The study included determination of weight stability




 due to humidity changes and extraction procedures.  The conclusion was that




 silver membrane filters were most suitable for use in the evaluation of




 atmospheric concentrations of coal tar pitch volatiles.  Silver membrane




filters, also used in  personal  air  samplers (Seim e_t a^L. ,  1974;  Richards





_e_t _al_. /  1967;  Masek, 1970)  have a pore size of  about 0.8 microns and  show very




little weight loss  after benzene extraction, but tend  to load  up rapidly




with a resultant decrease  in  flow.   When compared  to glass fiber filters,




silver membrane filters have  a  high tare weight  and are relatively  expensive.

-------
                                    - 97 -
Millipore filters have been used for collecting metals in coke oven emissions




 (White, 1975).  Several types of combination filters have been used in per-




sonal samplers  (U.S. National Institute for Occupational Safety and Health,




1977a,b).  Since low molecular weight PAH pass through various combinations




of silver and glass filters (Schulte et_ al., 1974, 1975; Seim e_t al_. , 1974,




1975a,b), cellulose backup pads have been used with glass fiber filters




without organic binders followed by a silver membrane filter.  Use and analy-




sis of such a backup pad has been advised in order to detect all material




passing through the filters.  However, in some instances a trap consisting




of charcoal or resin material is also necessary to absorb the more volatile




PAH passing through the mechanical filters (Jones, 1977).  When sampling for




particulate matter, asphalt fumes and coal tar pitch volatiles are con-




sidered PPOM (particulate polycyclic organic matter), for which a glass




fiber filter without a silver membrane backup is presently considered to




be adequate CU.S. National Institute for Occupational Safety and Health,




1977a,b).




     More  than  fifty  different  types  of  instruments have been used  to  sample




 particulates  (Roach,  1973).   The mass  concentration or  the number concentration




 of  particles  in a  volume  of gas can  be determined with  the use of appropriate




 samplers.   Instruments  used to measure mass  concentration of a particulate




 can be  equipped with  preselectors, such as  elutriators or cyclones,to separate




 coarse  nonrespirable  particulates  before collection.  Due to the  adhesive




 property of asphalt fumes a preselector  can  induce  error by  trapping




 respirable  particulates,  while  collection without a preselector can induce




 error by including in the calculated mass  of asphalt  fumes the amount  of




 total particulate  in  the  nonrespirable size  range (U.S.  National  Institute




 for  Occupational Safety and Health,  1977a).     .  _

-------
                                    - 98 -
      Sizing of particles has been performed on emissions.   Five- and




 seven-stage high volume samplers using combinations of glass slides and




 glass fiber filters have been used to determine the amount of respirable




 particles (Kertesz-Saringer e_t al., 1971; Natusch and Wallace, 1974;  Kittle and




 Stukel, 1976).  White  (1975) has sized particles on low volume samplers



 using aluminum foil.




      Other sampling devices have been used less frequently:  a high volume




 sampler collecting particulate on paper filters (Tanimura/ 1968),  an • elec-




 trostatic precipitator to collect samples of tar vapors (Bonnet,  1962;  Hoffman




 and Wynder,  1968),  a greased-plate technique to sample particulate concentrations




 in a quench  tower during quenching of hot coke (Fullerton, 1967)/  cascade  im-




 pactor and thermal  precipitation to collect samples in a retort house (Lawther




 et _aJL,  1965)/  and  bubbling air through solvents to collect samples at a coke




 plant (Bondarava,  1963).




      There are  major problems with the sampling methods and filters.  Materials




 to be sampled may be incompletely collected on the  filters,  as indicated by




 their presence  on backup  pads or charcoal tubes.  In addition to differences




 in sampling efficiency  for  various  compound types,  the entire range of  res-




 spirable particulates (submicron to  10 microns)  may not be collected  on the




 filters used.   Heat,  increased air velocity,  sunlight,  and ultraviolet  have




 been  found to decompose or  volatilize  some  PAH, resulting  in yields as  low




 as  one tenth of the  actual  value (Commins and Lawther,  1958;  Rondia,  1965;




 Thomas et  al.,  1968;  Katz and Monkman,  1964).   Collection  of the samples at




normal environmental  temperatures  (20°C)  and  storage of the  samples in  a cool,




dark  location would minimize  the volatilization of  PAH   (Rondia,  1965) and




the decomposition of  even the most unstable PAH  (Hoffman and Wynder,  1968).

-------
                                   - 99 -
B.   Methods of Sample Analysis




     Some preliminary separations of asphalt, coal tar pitch, asphalt fumes,




or coal tar pitch volatiles into their components are necessary prior to the




use of chromatographic separations.  These initial separations usually in-




volve solvent extractions and/or precipitations, fractional distillations




and gravity fed adsorption chromatography.  Additional adsorption chromatog-




raphy, as described in Section B.l.d., can then be used to separate the com-




ponents further into fractions that can be analyzed by sophisticated detec-




tion methods.  The chromatography can be used in conjunction with or prior




to the use of analytical tools for quantitation, as described in Section B.2.




     1.  Separation Schemes




a.  Solvent Extraction and/or Precipitation




     A number of extractions (liquid-liquid or solid-liquid) and precipita-




tions are used (.as described in Chapter I) in fractionating asphalt and coal




tar pitch into more manageable components containing PAH and metals.




Similar extraction methods are used for tar, petroleum and crude air samples.




Some of these methods have been developed for concentrating and isolating




metals and organic compounds found in crude air samples (Hoffmann and Wynder,




1968; Hueper ert al. , 1962), cigarette smoke condensate, (Swain et al. ,




1969; Severson e_t al. , 1976; Snook et al_. , 1975; Finelli et al_. , 1972),




white petroleum products (Popl e£ al_*, 1975), carbon black  (Gold, 1975),




heavy end distillates  (Altgelt and Gouw, 1975) , carbon paste plants




(Bjjrfrseth and Lunde, 1977), marine organisms  (Warner, 1976) , and coal




tar and coal tar pitch (White, 1975).




     In the coal tar and coal tar pitch method of White (1975), based on




the procedure of Swain et al., (1969), about  100 grams of  coal tar is dis-




solved in 500 ml of ether.  The coal tar solution is extracted with ten

-------
                                     - 100  -




 percent aqueous sodium hydroxide to remove the tar acids, ten percent




 hydrochloric acid to extract the tar bases, and ten percent sulfuric acid




 to extract the aliphatic olefins.  The remaining solution,  combined with




 ether washings of these aqueous extracts,  constitutes the neutral fraction




 of coal tar.  The raw coal tar sample is thus separated into particulate




 matter (20%), neutral (60%), basic (3%), acidic (weak and strong) (3%),




 and water soluble (14%) fractions.




 b.  Solid-Liquid Extraction




      Most particulate air samples (asphalt fumes or coal tar pitch volatiles)




 collected on filters use some type of Soxhlet (solid-liquid) extraction




 (Karasek et al., 1978).  Soxhlet extraction glassware has been widely used




 for solid-liquid extraction since the samples can be washed with clean




 redistilled solvent and the extract collected and concentrated at the same




 time.




      Soxhlet extractions with acetone have been used for more than 20 years




 in England to extract PAH (Waller,  1952).   Benzene is a very good but po-




 tentially hazardous  solvent which completely extracts PAH from particulates with




 diameters  greater than  80 microns (Hoffman and Wynder,  1968).   The extrac-




 tions, are  carried  out  at temperatures below 80°C to prevent decomposition of




 BaP.   A variety of other solvents such as  pentane,  cyclohexane,  diethyl ether,




 methylene  chloride,  and ether:toluene:cyclohexane (1:2:1) have been tried




 with reasonably good recovery.  The polar  PAH, however,  are  not extracted




 quantitatively  (Stanley  e£ al., 1967;  White,  1975).




     With benzene, a large  amount of  background material is also extracted,




 complicating  further analyses which  involve isolation,  identification and




 quantitation  of compounds present in  low concentrations.  Cyclohexane is  con-




 sidered preferable to benzene since it will remove most of  the PAH with  less




background material  (Lijinsky et  al.,  1963).

-------
                                    - 101 -









    The PAH extracted are subject to decomposition by UV radiation, and




therefore the work is carried out under yellow light (Tanimura, 1968).




Total particulates are measured as the difference in weight of the filter




before and after sampling, following conditioning in a desiccator.  The




benzene solubles can be determined by weighing (1) the residue after evap-




oration to dryness of 5 ml of the extract, or (2) the filter before and after




extraction.  The weight is then related to the volume of air passing through




the filter averaged over the time of collection;




    A number of objections, however, have been raised by investigators con-




cerning Soxhlet extractions.  (Seim et^ al., 1974, 1975b; Schulte  et al.,




1974, 1975; Golden and Sawicki, 1973).  The extractions have been found to




be unreliable and not reproducible.  The extraction procedures are time con-




suming, decompose some of the pollutants, lack precision, do not collect all




of the PAH, lose some of the volatiles, lose particulates during handling




and extraction and do not correlate well with PAH content.  Filter disintegra-




tion  and change in water content between weighings cause further problems.




    New gravimetric methods are being developed which involve ultrasonic ex-




traction of the filter with benzene, carbon disulfide, or cyclohexane.  After




sonication for five to ten minutes, an aliquot of the extract is evaporated in




a teflon weighing cup and weighed on an electro balance  (Seim, 1975b; Golden




and Sawicki, 1973).  Modifications of these methods are being developed by




various government agencies, such as the U.S. National Institute for Occupa-




tional Safety and Health (1977) and the Occupational Safety and Health Admin-




istration.  Such methods avoid problems generated by the Soxhlet extractions.




    Trace metal samples are collected on high volume glass fiber filters.




The filters are wet ashed with ultra pure acids and the resulting ash is




taken up in solution.  The sample is then analyzed_by analytical tools for




various metals (Schulte et al., 1974, 1975; Fassel and Kniseley, 1974).

-------
                                    - 102 -









 c.  Distillation




      Fractional distillation has been used for samples with wide boiling




 ranges  (Sawicki et^ al_., 1964).  Phenols, nitrogen bases, PAH, paraffins, and




 anthracene in coal tar pitch have been separated by distillation (Charette




 and Bischofberger, 1961).  Initial separations have also involved vacuum




 distillation (Altgelt and Gouw, 1975).




 d.  Chromatoqraphy




      Chromatographic separations mainly concerned with organic compounds are




 usually performed after distillation and/or solvent extractions and




 precipitations.   There are a wide range of chromatographic techniques,  such




 as gas  chromatography (GC), gel permeation,  ion exchange,  and paper and liquid




 adsorption,  that have been discussed in detail in numerous  reviews concerned




 with coal tar,  coal  tar pitch and coal  tar pitch volatiles (Schulte et  al.,




 1974, 1975: White, 1972, 1975),  heavy end distillates  (Altgelt and  Gouw,  1975),




 and asphalt and  asphalt fumes (Couper,  1977;  Schweyer,  1975;  Knotnerus,  1967X




 Less commonly used techniques are. also  discussed in these  reviews.




      Adsorption;




      Liquid adsorption chromatography techniques include gravity  fed column,




 thin layer, and  high  performance liquid or high pressure liquid (HPLC).   The




 adsorbents that  are used include florisil, silica,  alumina,  charcoal, magnesia




 and sephadex LH-20 CAltgelt and Gouw, 19751.   Modified  adsorbent  materials




 consisting of high molecular weight polymexs  coated or  bonded to  the surface




 of chromatographic supports  are  now being  applied more  readily to HPLC work.





     Alumina and silica  gel  are  the most commonly us,ed  supports in gravity




 fed  column chromatography.   Solvents with necessary polarity  from pentane to




ethanol are used in succession or in combination  to effect separation of




mixtures into aliphatic, aromatic, and heterocyclic compounds.  This type

-------
                                     - 103 -








of chromatography has been applied to the separation of crude air samples




(Hoffman and Wynder, 1968; Hueper et al., 1962), cigarette smoke condensate




(Swain et: 
-------
                                     - 104 -
     The increasing use of high pressure liquid or high performance liquid




 chromatography (HPLC) (Hadden et al., 1971; Brown, 1973; Simpson, 1976)  for




 separation and determination of PAH has led to (1) reduction in purification




 time, (2)  optimization of fractional resolution,  and (3) reproducibility of




 fraction collecting.  Due to the availability of highly efficient micropacked




 analytical columns (for samples <_ 3 mg) with various adsorbents, programmable




 solvent mixtures,  and mass spectrometry detection methods,  mixtures of aro-




 matic compounds have been successfully separated and analyzed for PAH at room




 temperature in a matter of hours.   The PAH in the samples can be collected




 without decomposition, already in  solution for further analysis.  In some




 instnces HPLC has  eluted and resolved high molecular weight PAH (five to




 seven rings), such as benzo(e)pyrene from benzo(a)pyrene, in less than half




 the. time required  for the same separation on a packed column by gas chroma-




 tography at elevated temperatures  (Thomas and Lao, 1977; Jones and Yang, 1975;




 DeStefano  and Kirkland,  1975;  Klimish,  1973a,b; Klimish and Fox, 1976;




 Soedigdo et al., 1975; McLafferty  et a^., 1975; Wheals et ea., 1975;Goldstein,




 1976;  Hunt et_ al.,  1977;  Ives  and  Giuffrida,  1972).   HPLC has  been used in




 the  analysis  of heavy end petroleum distillates (Suatoni and Garber,  1976;




 Suatoni  and Swab,  1975,  1976;  Schmit et. al_.,  1971; Jewell et al^.,  1972a,b;




 Hirsch et:  al_., 1972;  Vogh and  Dooley,  1975),  asphalt and asphalt fumes




 (Couper, 1977; Schweyer,  1975),  crude  air samples (Dong £t  a^.,  1976; Fox




 and  Staley, 1976) and fossil fuels (Thomas and Lao,  1977),  and to  measure




 the  solubility of PAH in  aqueous systems  (May et  al_.,  1978) .




    Gas-Liquid  (GC):




    GC using packed or capillary columns  is a rapid  and versatile  tool for




analysis of low molecular weight compounds that can  be  volatilized without




decomposition.  It is a widely used  separation technique in the  analysis of

-------
                                     -  105  -
heavy end petroleum distillates  (McKay e_t al_., 1976; Youssef e_t al_., 1976;




Altgelt and Gouw, 1975), asphalt and asphalt fumes  (Couper, 1977; Schweyer,




1975; Dorrence and Petersen, 1969; Knotnerus, 1967), petroleum pitch vola-




tiles (Greinke and Lewis, 1975), and air samples  (Lao et a^., 1973, 1976),




and for the identification and quantitation of PAH  (Duswalt and Mayer,




1970; Popl ejt ea., 1976; DeMaio and Corn, 1966; Dicorcia e_t a^., 1976;




Zoccolillo et^ al^., 1972; Bhatia, 1971).  GC has also been used in the




separation and analysis of PAH in coal tar pitch and coal tar pitch vola-




tiles CMaher, 1968; Stroemberg and Widmark, 1970; White, 1975), petroleum,




mineral oil, and  coal tar (Lijinsky e_t al_., 1963) and soot samples  (Wallcave,




1969), and for the chemical standardization and quality assurance of whole




crude coal tar CGruber et al., 1970).




    However, GC has certain limitations, such as requiring a cold finger




for effective trapping of hot gaseous effluent  (White, 1975), plumbing that




has to be recalibrated regularly, and loss in the sensitivity of the flame




ionization detector (FID) or electron capture detector (BCD) in order to




provide sufficient effluent to the trap  (Thomas and Lao, 1977).  Also, FID




or BCD will discriminate only to the extent of the variation in the re-




sponse factor, which is only slight among PAH isomers, and therefore isomers




are not well resolved.  Lastly, in order to elute some PAH, a high column




temperature and/or a long retention may be needed which may cause decomposi-




tion and/or a long analysis time.




    Dexsil series GC  (300 and 400) and capillary columns are among the best




that are used for the analysis of complex mixtures of PAH in environmental




samples (White, 1975).  Separations of benzo(e)pyrene  (BeP) and perylene




from benzo(a)pyrene (BaP) and benz(a)anthracene from chrysene are poor or




incomplete.   Others that have been used are the SE-30, OV-7 and OV-17

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                                     - 106 -
 columns.  Nematic liquid crystals have been developed (Zielinski et al,  1976;




 Janini e_t al_., 1975, 1976)  to improve PAH separation.   The stability,  reli-




 ability, and resolving ability of these columns are still under investigation.




     Gel Permeation;




     Gel permeation chromatography is normally performed following solvent




 extractions and/or precipitations.




     Gel permeation is used to separate asphalt into various fractions  in




 order to study its composition (Schweyer, 1975; Couper,  1977)  and to iso-




 late PAH in heavy end petroleum distillates (McKay  and Latham,  1973; Cogswell




 et al.; 1971; Altgelt and Gouw, 1975;  Jewell et al.,  1974).




     Ion Exchange;




     Ion exchange is  widely used in analyses of heavy end petroleum distillates




 for their acidic and basic  components  (Altgelt and  Gouw,  1975;  Jewell  et al.,




 1972a)  and in the  separation  of metals from tobacco  smoke condensate (Finelli




 et_ al.,  1972) .




     Paper;




     Paper chromatography  has  been used to effect separations not accomplished




 by  column chromatography  or in conjunction with column chromatography.   How-




 ever, standards  must be run simultaneously with each sample, the acetylated




paper used is often  contaminated   and  irregular in quality, and recovery is




not quantitative.  This technique is not  reliable for  the separation of  com-




plex mixtures (Katz  and Monkman,  1964).   Paper chromatography has been used




to  separate PAH, phenols  and  bases  from coal  tar pitch fractions  (Masek, 1964;




Macak and Rehak, 1962; Leibnitz  et  a^., 1958).




     2.  Identification Methods




    The identification and  quantitation of PAH found in coal tar pitch,  coal




tar pitch volatiles, asphalt,  and  asphalt  fumes  are carried  out  using analy-




tical tools such as  infrared, ultraviolet, fluorescence,  and phosphorescence

-------
                                     - 107 -
 spectroscopy, nuclear magnetic resonance and mass spectrometry, and atomic




 absorption  spectrophotometry.  These tools are used after separation and iso-




 lation of PAH and metals from various complex fractions into small concen-




 trated samples, using the separation schemes described in Section IV.B.I.




 and Chapter I.  A number of these methods have been interfaced with various




 types of chromatographic techniques to facilitate the characterization of




 metals and  PAH,




 a.   Infrared Spectroscopy  (IR)




     Infrared spectroscopy  (Silverstein and Bassler, 1967) has been used to




 characterize and identify the functional groups of organic compounds and




 chelated metals in coal-derived materials and asphalt samples  (Schweyer,




 1975; Couper, 1977; Wehry and Mamantov, 1977).  Recent developments in




 matrix isolation of fourier transform IR spectroscopy (Wehry et al., 1976;




 Wehry and Mamantov, 1977) will improve the detection limits and the quanti-




 tation methods in the analysis of PAH in mixtures.  IR has been used to an-




 alyze heavy residual oils  (Kawahara, 1969), asphalts (Dorrence and Petersen,




 1969), and  the following components of coal tar pitch fractions:  aromatics




 (Rao et a!L., 1960), acids and bases (Karr et^ aa,, 1970), neutral oils  (Maher,




 1968), paraffins  (Maher, 1968), phenols and quinolines  (Karr ^t al^., 1958, 1959).




 b.   Fluorescence and Phosphorescence Spectroscopy




     PAH all have characteristic fluorescence and phosphorescence spectra,




 lifetime quantum yields and rate constants (Berlman, 1965; Becker, 1969;




 Zander, 1968).  Fluorescence and phosphorescence techniques  (Morgan et al.,




 1977; Schwarz and Wasik, 1976; Farooq and Kirkbright, 1976) are 1000-fold




more sensitive than UV spectroscopy, allowing fluorescence excitation spectra




 to be recorded at much lower concentrations than the corresponding UV spectra.




 In addition, compounds can be selectively monitored in a mixture of two or three

-------
                                     - 108 -











 PAH without interference from the other PAH.  By selection of optimal




 emission or excitation wave lengths, differential techniques can be used




 to resolve overlapping PAH spectra.  More recent developments using




 matrix isolation fluorescence and room temperature phosphorescence will




 aid in the analyses of PAH.  Matrix isolation techniques using gaseous




 solvents will aid in alleviating difficulties of overlap of excitation




 and/or emission spectra of different PAH  and energy transfer and quench-




 ing phenomena (Wehry and Mamantov, 1977) .  Phosphorescence of PAH adsorbed




 on a variety of surfaces at room temperature would alleviate the use of




 frozen matrix and/or degassed samples (Vo-Dinh, 1977).




     These optical techniques have been used (1)  to detect and characterize




 PAH utilizing the Shpol'skii effect at 77°K (Farooq and Kirkbright, 1976),




 (2)  to determine concentrations of PAH in aqueous systems (Schwarz and Wasik,




 1976),  and C3)  to correlate the carcinogenic potential of PAH with their




 fluorescence  spectra (Morgan et al.,  1977).   Fluorescence techniques have




 also been used  to analyze PAH from air samples (Fox and Staley,  1976;  Slavin




 et a^.,  1977; Lannoye  and Greinke,  1974),  shale  oil (Hurtubise e_t al_. ,  1977),




 high boiling petroleum distillates  (McKay and Latham,  1972),  asphalt




 CSchweyer,  1975;  Couper,  1977),  and  coal tar and coal  tar pitch  (White,  1975).




    The major drawbacks of fluorescence  techniques  are  the high  background




 levels, interference  from  nonflucrescing  material, quenching,  self adsorption




 and photodecomposition.   The  high background can be due to other fluorescent




 compounds in the mixture,  dirty  glassware, or  fluorescent impurities  in  the




 solvent.  Therefore  solvents must be redistilled or spectroanalyzed for




 fluorescent impurities and the cuvettes  should be treated with concentrated




nitric or hydrochloric acid.  A  major improvement in the  field of  fluorescence




is the marketing of  fluorescence units which give corrected spectra that are




independent of lamp output, monochromator grating artifacts, and phototube

-------
                                    - 109 -










response.  The spectra generated are independent of instrumentation and can




be compared to spectra of other laboratories.  The fluorescence excitation




spectra will be the same as UV spectra at 103 lower concentrations.




c.  Mass Spectrometry (MS)




    Mass spectrometry (Burlingame e_t al., 1974; McLafferty, 1973; Silverstein




and Bassler, 1967) is utilized in the characterization of PAH at the nano-




gram level after chromatographic techniques and other identification methods




have been used.  This method is usually the last technique used in the posi-




tive identification of PAH.  Before mass spectrometry can be used, the sample




has to be fairly pure because of the difficulty in determination of isomeric




PAH of similar molecular weight,such as BeP and BaP.  The most common




chromatographic technique used in conjunction with MS has been gas chroma-




tography, but with the rapid advances being made in the area of HPLC, this




technique may eventually supplant GC or at least be as widespread  (McFadden




et al., 1976; McLaff erty eib a^., 1975; Jones and Yang, 1975; Elbert et al.,




1976).  The analysis of mixtures has been facilitated greatly by recent ad-




vances in minicomputers for data reduction and data acquisition and by the




availability of chemical ionization and electron impact sources as one unit




on both the quadrapole and magnetic mass spectrometry instruments.




    Mass spectrometry has been used in the analysis of PAH in air pollutants




(Lao et al_. , 1973, 1976), tobacco tar (Lee et aJL., 1976), heavy end petroleum




oils (Jewell e_t al. , 1974; Altgelt and Gouw, 1975) , petroleum pitch volatiles




(Greinke and Lewis, 1975), asphalt and asphalt fumes  (Schweyer, 1975; Couper,




1977), coal tar distillates and residues (Shultz et al_., 1967, 1972), coal




derived fuels  (Sharkey et al., 1975), and sediment and combustion products




(Hase et al., 1976).

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                                     - 110 -










     The spark source mass spectrometry technique (Lett et al., 1977)  permits




 analysis for a large number of metals in a sample.   This technique has the




 advantage of being able to provide data on the metal content of most samples




 down to 0.1 ppm with minimal sample preparation.




 d.  Nuclear Magnetic Resonance Spectrometry (NMR)




     Carbon-13 NMR spectrometry (Silverstein and Bassler, 1967) is being




 applied to heavy end petroleum fractions in order to provide evidence for




 average structures of molecules present (Jewell et. al.,  1974).  Proton




 coupled carbon-13 NMR provides rapid determinations of series of average




 parameters of aromatic hydrocarbons.  Proton NMR spectra are not as valuable




 as proton coupled carbon-13 NMR spectra when analyzing for PAH in mixtures




 (Retcofsky e_t al_. , 1977 L  NMR techniques have been used  to analyze complex




 mixtures,  such as gasoline (Myers ejb al^.,  1975), asphalt fractions (Keefer




 et_ al.,  1971;  Schweyer, 1975; Couper, 1977),  heavy end distillates (Coleman




 e_t al^.,  1973;  Jewell  e_t al_,,  1974),  and coal tar pitch fractions (Fujiwara and




 Wainai,  1961).   They  have  also been  used in identification and characteri-




 zation of  isomeric PAH (Duswalt and  Mayer,  1970), PAH (Brooks and Stevens,




 1964), paraf f ins (Kochloef 1 e_t al_., 1963)  and aromatics in coal tar pitch




 fractions  (Rao et al.,  1960),  and as a tracer tool  in coal liquefaction




 processes  (Schweighardt et al.,  1976).




 e.  Ultraviolet Spectroscopy  (UV)




    UV is  used routinely to  characterize PAH compounds separated by chroma-




 tographic  techniques  from  complex mixtures,  basically because many UV spectra




 of PAH are available  in the  literature  (Clar,  1964;  Friedel and Orchin,  1951;




Orchin and Jaffe,  1962).   This  technique is  highly reproducible and facile.




UV is very specific for individual compounds,  so that in some instances




where two PAH are  not resolved by chromatography but have different absorp-




tion regions, the  contributions of each  can  be determined,  e.g. BeP and

-------
                                    - Ill -
perylene.  However, UV spectroscopy is not good in general for analyzing




PAH in mixtures becaufee of the interferences due to each PAH, the high




background, and lower sensitivity than fluorescence.  The use of non-ab-




sorbing solvents such as cyclohexane, pentane, methanol and ethanol limits




the solubility of the PAH.




    Recent developments in second derivative absorption spectrometry,




however, show promise of being able to analyze a rather complex mixture of




PAH without prior chromatographic separations (Hawthorne and Thorngate, 1977).




This technique, which is still under investigation, will monitor the more




volatile PAH in the vapor phase as well as the less volatile PAH in solvents.




UV spectroscopy has been used to characterize the following materials sep-




arated from "coal tar pitch volatiles" extracts  (Sawicki e_t al., 1974;




White, 1975):  BaP  (Stroemberg and Widmark, 1970), PAH  (von Lehmden et al.,




1965; Sawicki et_ al_., 1970a), neutral pentane soluble fractions of asphalt




(Brooks and Stevens, 1964), and quinolines (Vahrmen, 1958).  It has also




been used to analyze petroleum pitch volatiles (Greinke and Lewis, 1975)




and asphalt samples (Schweyer, 1975; Couper, 1977).




f.  Other Techniques




    Atomic Absorption Spectrophotometry  (AA)  is used in the analysis of metals




from coal tar and coal tar pitch  (Schulte e_t al_, 1974; White, 1975) and asphalt




and asphalt fumes (Schweyer, 1975; Couper, 1977).  However, computer programs




are needed to make the proper corrections for the interference of other metals




not being analyzed; otherwise, the number of interference standards which must




be prepared becomes unwieldy.  More recent developments in the area of induc-




tively coupled plasma-optical emission spectroscopy  (Fassel and Kniseley, 1974)




allow true simultaneous multielement analyses on a practical basis  (30 metals).

-------
                                     - 112 -
 It has been demonstrated that all metals and metalloids can be determined at




 the ultratrace level on pi or ug samples.  All of the data accumulation on a




 simultaneous basis with minimal interelement and data reduction is handled




 easily by available computers.




     Electron Spin Resonance (ESR)  has been used to study organic compounds




 and in particular to characterize PAH (Bartle and Smith, 1967)  in coal tar and




 asphalt (Schweyer, 1975).




     X-ray Excited Optical Luminescence is a potential analytical tool (D'Silva




 e_t aJU , 1976,  1977)  for detecting and quantitating PAH at ultratrace levels




 (ppb).  This technique is  still under development.




     3.  Discussion of Existing and Proposed Analytical Methods




     After the  initial separation methods have been completed,  a wide variety




 of analytical  methods which combine chromatographic and spectroscopic tech-




 niques have been used in the difficult analyses for a number of PAH from




 complex mixtures which may contain over 100 different PAH.   The most common




 methods which  are described in this section have wide application,  but have




 been most heavily used in  the  analysis of PAH in coal tar pitch,  coal tar




 pitch  volatiles,  and  organic material in the urban atmosphere.   These same




 methods,  although not developed  for asphalt and asphalt fumes per se,  are




 readily  applied  to the analysis  of PAH in these mixtures.




 Column cnromatography/UV-VIS spectroscopy;




    This method,  which combines  gravity  fed chromatography with UV  and




 visible spectroscopy  (VIS),  has  been used to analyze  for  PAH in atmos-




pheric particulate matter  (Sawicki  et al.,  1970a)  and in  air polluted by




 coal tar pitch fumes  {Sawicki  et a^.,  1962,  1965).  It can also be  used to




analyze for PAH from coal tar pitch,  asphalt and asphalt  fumes.   This  method,




which has quantitated PAH and  their  heterocydic analogues in the microgram

-------
                                    - 113 -
range, has been used to analyze for such compounds as anthracene, phenanthrene,




benz(a)anthracene, fluoranthene, pyrene, BaP, BeP, benzo(ghi)perylene, anthan-




threne, coronene, dibenz(a,h)acridine,  and dibenz(a,j)acridine (Sawicki et al.,




1964, 1965).  However, this method employs a slow chromatographic technique




which requires arbitrary decisions for the cut of each fraction due to vari-




able retention times.  A number of days or weeks can be required for the analy-




sis of PAH.  Additionally when small quantities are present (below yg range),




or when two or more compounds are not separable and have the same absorption,




UV-VIS will not be useful as a detection technique.




Column chromatography/fluorescence spectroscopy;




    The combination of gravity fed solid-liquid chromatography with fluores-




cence spectroscopy has been used to analyze atmospheric particulate matter




for compounds such as those described in the preceding paragraph (Sawicki




et al_., 1970b,c).  When applied to the analysis of PAH from coal tar pitch and




asphalt sources, it is an improvement upon the preceding method, since it can




be used to quantitate PAH in the nanogram range (1000-fold more sensitive) and




to analyze for two or three PAH that co-chromatograph.  However, this method




suffers from the need for arbitrary decisions for the conclusion of each cut




(fraction) due to variable retention times and from the long time needed for




the chromatographic separations and analyses of PAH.  The fluorescence aspect




of the method has to consider instrumentation artifacts such as variations




in lamp output, phototube response, monochromator grating and photodecomposition




of the PAH.




Thin-layer chromatography/fluorescence spectroscopy;




    Thin layer chromatography has been combined with fluorescence spectros-




copy to analyze for BaP in bitumens, plants, airborne particulates, various




source effluents including coal tar pitch volatiles  (Sawicki erb al^, 1970d,e;

-------
                                     - 114 -
 Lannoye and Greinke, 1974; Scharap and Von Wassenhove,  1972;  Jackson et al.,




 1974b) and atmospheric isomeric PAH (Pierce and Katz,  1975).  The analysis  for




 BaP can be quantitated on a 10 yg to 0.01 yg range depending on the particu-




 lar procedure used.  However, this method is hampered  by the loading factor,




 limited efficiency of separation and poor reproducibility.   These problems




 can be overcome with pure standards and solvents and with TLC plates that are




 prepared and activated under the same conditions with  known  maximum loading




 efficiency to prevent streaking of plates.




     A more recent modification has utilized adsorption and partition TLC in




 a two step process in conjunction with fluorescence spectroscopy to analyze




 for 12 isomeric PAH (Pierce and Katz,  1975).   It has been possible to sepa-




 rate the PAH into 5, 6 and 7 ring compounds (Pierce and Katz,  1975),  but




 this method further separates isomeric 5 or 6 ring compounds into individ-




 ual components.   This simple and rapid method has quantitatively resolved




 five pentacyclic,  two C22 hexacyclic and five C2^  hexacyclic  PAH:  BeP, BaP,




 benzo(b)fluoranthene,  benzo (h)fluoranthene, perylene,  dibenzo(def,mno)chrysene,




 benzo Cghi)perylene,  naphtho(1,2,3,4-def)chrysene,  benzo(rst)pentaphene,




 dibenzo(b,defJchrysene, naphtho(2,l,3-gra)naphthacene  and dibenzo(def,p)chrysene.




 Gas  chromatography/UV spectroscopy:




     Gas  chromatography (FID or ECD)  has been  used with UV spectroscopy to ex-




 amine  coke oven  effluents (Sawicki  e_t  aJU ,  1974)  for PAH  such  as  f luoranthene,




pyrene, benz(a)anthracene,  chrysene, BaP, and BeP.   It has also been  used to




 analyze petroleum  pitch volatiles for  PAH such as  methyl  substituted  chrysenes,




phenan.threne and pyrenes, pyrene, BaP,  BeP, chrysene and  benz (a) anthracene




 (Greinke and Lewis,  1975) .   The  detection limit  for  the PAH  by this method is




0.5  to 0.1 yg per  compound.

-------
                                    -  115 -
    The potential difficulties with this method are the requirements for




trapping of PAH by use of a cold finger, a split in the plumbing, which has




to be recalibrated regularly, a decrease in the detection limits of the FID




or ECD detectors in order to provide sufficient effluent to trap, and pyroly-




sis of PAH at high temperatures (Thomas and Lao, 1977).  The FID or ECD




detectors, which discriminate only to the extent of the response factor, vary




only slightly among isomers, and therefore the addition of UV spectroscopy




will aid in the quantitation of two co-chromatographic compounds with differ-




ent absorption wave length maxima, e.g. BeP and perylene.  UV spectroscopy




is not useful, however, much below the microgram level.




Gas chromatography/fluorescence-phosphorescence spectroscopy;




    This method, which is an improvement upon the GC-UV method, combines gas




chromatography  (BCD) and fluorescence spectroscopy.  It has been used to analyze




PAH in coal tar, coal tar pitch and coal tar pitch volatiles  (White, 1975) and




can be applied to asphalt to quantitate PAH in the ng range (1000-fold more




sensitive than GOuy) and several PAH that co-chromatograph.  Some of the




PAH that have been analyzed are pyrene, chrysene, BaP, BeP, benz(a)anthracene,




benzo(h)fluoranthene and perylene.  As indicated in the previous paragraph,




the GC aspect of this method suffers from a number of potential problems which




must be taken into account.  The instrumentation artifacts due to the fluores-




cence-phosphorescence unit can be corrected by daily calibration of the unit




with standards in degassed emission tubes and then use of degassed samples




for analysis.  Both standards and samples need to be trapped by GC to avoid




introducing other variables.  With the advent of improved instrument tech-




nology, the corrections for instrumentation artifacts are now incorporated in




the fluorescence units,   Photodecomposition of PAH, however, is still a poten-




tial problem.   A slightly different method (Burchfield et: al_,, 1971) increases

-------
                                     - 116 -
 the sensitivity by use of gas phase fluorescence detection instead of  elec-




 tron capture detection.  Gas phase measurements are more convenient to make




 and less susceptible to light scatter by solvents.   The  fluorescence intensity




 is lower but can be increased by using an ellipsoidal  condensing mirror




 housing.  The instrumentation artifacts and photodecomposition  still need to




 be taken into account.   Analyses have been carried  out for compounds including




 fluorene, anthracene, triphenylene, BaP, dibenz(a,h)anthracene, perylene,




 chrysene, pyrene, fluoranthene,  and benzo(ghi)perylene.




 High pressure liquid chromatography/UV or fluorescence spectroscopy;




     A combination of HPLC with UV or fluorescence has  been used to analyze




 for as many as 17 PAH in atmospheric particulate matter  (Fox  and Staley, 1976;




 Dong et al.,  1976) ,  BaP in coal  tar pitch volatiles (Boden, 1976)  and  PAH




 in engine oils (Vaughan et al.,  1973).   This method has  also  shown potential




 use in the analysis  of  fossil fuels for PAH (Thomas and  Lao,  1977)  and has




 a  very wide potential application in the analysis of all complex mixtures.




     In addition  to the  fact that the potential  difficulties of GC  do not




 apply  to HPLC, the HPLC samples  are collected at room  temperature  in non-




 fluorescent solvents  without decomposition.  Larger samples can be  introduced




 (up to 3 mg)  at  the  column head  and the effluent can be  stored in  the  cold




 or  analyzed immediately by UV or fluorescence detectors.  Proper selection of




 optimal fluorescence  excitation  or emission wavelengths  or of maximum  absorp-




 tion wavelengths  can  permit analysis  for two or possibly three PAH  that




 co-chromatograph.  The  use  of HPLC-fluorescence  provides  a more sensitive and




 selective method  than HPLC/UV because of the natural strong fluorescence of




PAH.  The sensitivity of the  method allows  the quantitation of PAH  in  the 10




to  100 picogram range,  using  the  flow cell  connected to  the detector and the

-------
                                    - 117 -










 s^top flow technique which permits  the  use  of variable wavelength detectors.




 The  only  major potential problem that  might arise  from this method is lack of




 knowledge of the limitations of  the  detectors.




 Gas  chromatography/mass  spectrometry;




      This method, which  combines gas chromatography with mass spectrometry




 and  computer,  has long been preferred  for  the analysis of complex organic




 mixtures.   It  has been used to analyze PAH content in airborne pollutants




 (Lao et. al., 1973, 1976;  Karasek et  al., 1978),  in sediment and combustion




 systems (Hase  et al., 1976), in  coal tar distillates and in residues




 (Sharkey  et al. , 1975).   The system  of choice according to one investigator




 (Lao et^ al^. , 1976) is the use of GC-FID-quadrapole MS-computer in analyz-




 ing  for PAH in air samples.  The detection limit of GC-MS varies with the




 MS unit,  from  ng to pg range.




      Sample preparation,  extraction  and sampling should be carried out with




 care to prevent  any contamination.   Computerized data accumulation and re-




 duction allows  for subtraction of  spectral background to prevent misinter-




 pretation  of mass spectra and for  the  analysis of  a large number of PAH  in




 any  one sample  CLao et^ al_., 1976;  Hase e_t  al_., 1976).  The availability  of




 pure reference materials  is important  for  all of these determinations.




 High pressure  liquid chromatograph/mass spectrometry;




      In this method, which is still  in the experimental stage, HPLC is com-




bined with MS  and computer (Jones  and  Yang, 1975;  McLafferty et^ al_. ,  1975;




Elbert elt  al.,  1976) .  This method will be ideal for the analysis of  PAH from




 asphalt and coal tar pitch sources.  An efficient  interface system is still




under development.  The protopype  interface (McFadden et al., 1976)




is not efficient and at present is far inferior  to GC-MS.  However, develop-




ment of a better interface will eventually make  the application of

-------
                                     - 118 -
 HPLC-MS mo.re efficient and convenient than GC-MS for PAH (Thomas and Lao,




 1977).  In addition to the analysis of a large number of PAH in any one sample




 by use' of computerized data accumulation and data reduction of mass spectral




 values, the HPLC will afford better separation and resolution, little or no




 decomposition at room temperature, larger samples of PAH in general and iso.-




 meric PAH in particular when compared to GC.




 Other methods;




     An integrated method (Jewell et al., 1974)  which has been used for semi-




 quantitative characterization of residual oils has potential application in




 the analysis of PAH from asphalt.  This  method incorporates sophisticated




 chromatographic techniques which separate the maltene fraction into resins,




 oils, saturates  and aromatics.  Molecular sieves are used to separate n-paraf-




 fins from other saturates.    Gel permeation, GC, TLC, elemental analyses,  IR,




 UV,  NMR,  ESR and MS  procedures  are then used to characterize the types of




 functional groups,  quantity and types of chain and aromatic ring structures




 and heteroatom  distribution in the subfractions.




 C.   Monitoring




     Monitoring  of asphalt fume and coal  tar pitch volatiles in the workplace




 and in  emissions into the environment requires  special techniques of sampling




 and analysis.   The  sample collected must accurately represent the complex  ma-




 terial  investigated,  and the material being analyzed must be related to the




biological effects  which are of concern.




     Monitoring  procedures for urban air  (Dong e_t al_.,  1976;  Fox and Staley,




 1976; Pierce and Katz, 1975;  Lannoye and Greinke,  1974;  Lao et al.,  1973),




water  (Zafiriou,  1973; Warner,  1976) ,  soil  (Giger and Blumer,  1974.), and occupa-




tional environments  (Bj^rseth  and Lunde,  1977; Ball e_t al_. ,  1976;  Greinke  and




Lewis, 1975; White, 1975) need  to be performed rapidly and  reproducibly

-------
                                    - 119 -
by technicians using standardized and relatively inexpensive equipment.  The




monitoring of the occupational and urban environments requires both high and




low volume samplers, i.ev environmental and personal monitoring.   The effective-




ness of the sampling procedure is influenced by a number of factors such as




the nature of the filter, the air velocity, and the sampling rate.  These




factors which are considered in the selection and use of monitoring procedures




have been discussed by White (1972, 1975) in relation to coke oven emissions.




Of the analytical methods discussed in Section  IV.B.3.,  GC-FID-quadrapole




MS-computer is best suited to the needs of monitoring procedures at present.




The HPLC-MS-computer method will, however, be the analytical choice of the




future.

-------
                                      - 120 -
                   V.  TOXICITY AND CLINICAL STUDIES IN MAN









      Toxic effects of bituminous materials on humans have long been noted.




 Effects on specific target organs, particularly skin, eyes,  and respira-




 tory system, are described in Section A.  The effects of various forms  of




 exposure to asphalt, pitch, and combinations of these materials are dis-




 cussed in Sections B and C.  The effects of coal tar medications are con-




 sidered in Section D.




 A.   Effects on Organ Systems




      1.  Effects of asphalt




 a.    Effects on the skin:




      Almost no reports of clinical effects of asphalt without  coal  tar  have




 appeared in the literature.  Some cases  of  dermatitis related to asphalt




 exposure were mentioned by Baylor and Weaver (1968).   The National  Safety




 Council (1974)  suggests precautions in handling asphalt to avoid inflam-




 mation and dermatitis.  A single case of  squamous cell carcinoma following




 long exposure to native lake asphalt road materials was reported by Henry




 (1947) .




 b.   Effects on the respiratory system:




      Some increase in noncancerous respiratory disease,  chiefly chronic




bronchitis,  was  reported by Baylor and Weaver (1968)  in a survey of petrol-




 eum  refinery and other  workers exposed to asphalt,  as compared to unexposed




 controls.




     Respiratory symptoms  including bronchitis,  chronic cough,  nose and




 throat inflammation and congestion, and laryngitis were described by Zeglio




 (1950) in workers  exposed  to native asphalt, possibly sometimes  adulterated




with pitch.

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                                    - 121 -
    2.  Effects of coal tar pitch




a.  Effects on the skin:




    A number of skin changes have been observed following exposure to pitch




alone or combined with asphalt or other factors.  Most of the classic detailed




descriptions are found in the early literature (Oliver, 1908; Schamberg,




1910; Foerster and Schwartz, 1939; Henry, 1947; Ross, 1948; Fisher, 1953;




Combes, 1954; Eckardt, 1959) and continue to be cited.  More recent de-




scriptions have also appeared (Lev et a!L., 1966; Hodgson and Whitely, 1970;




Hervin and Etnmett, 1976b).  Based on these references, the biological effects




of coal tar pitch on human skin can be summarized as follows:




    Tar or pitch, burns:  Burns from hot pitch or tar are relatively common




CBarry e_t al.,  1975) .  Burn scars and other areas of epidermal atrophy may




be sites for later skin cancer (Swanbeck, 1971).




     Allergic eczematous dermatitis: Allergic reactions occur in occupational




exposures, but more commonly result from use of coal tar medications.




     Folliculitis, comedones, acneform lesions:  These common lesions,




occurring after one month of exposure, are usually limited to the  face,  neck,




and upper limbs, but may also appear in areas such as the thighs which  are




abraded by clothing.  Sebaceous cysts may appear on the scrotum.   These




lesions are attributed to blockage of follicles with tar and pitch and  to




induced keratin production in the pilosebaceous unit.  Spontaneous remission




occurs  when exposure ceases.  These effects can be reduced substantially with




preventive measures and good personal hygiene.




     Tar erythema (photosensitization, "pitch smarts"):  Crude coal tar and




coal tar pitch are photosensitizing (phototoxic) agents.  Combined exposure to




dust or fumes from tar and pitch and to sunlight (actinic radiation) results




in a painful, stinging condition characterized by an immediate eruption of

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                                     - 122 -
 wheals  (urticaria) and reddening (erythema)  followed by epidermal injury.  After




 several episodes of phototoxic reactions,  chronic hyperpigmentation may occur.




 The photosensitization reaction usually begins within an hour of  exposure to




 light and pitch, and may continue for many hours after  exposure.   In some




 cases, reexposure to sunlight in the absence  of pitch within the  next several




 days will result in burning.   The face,  neck, and forearms, which are-usually




 exposed, are most commonly affected.  Peeling occurs  in three to  five days,




 even in the  absence of erythema.  Exposure to high humidity, sweating, high




 concentration of fumes (especially  from overheating of  pitch), wind, and




 strong sunlight  all seem to intensify the  phototoxic  reaction.  Use of low




 fume {"no burn")  pitch is said to diminish the reaction.




      Chronic hyperpigmentation (pitch melanosis):  Chronic melanosis, or




 darkening of the skin,  may develop  after five or more years of exposure to




 coal tar pitch,  and may accompany other  skin  changes.   Melanosis  may follow




 repeated phototoxic episodes,  but may also affect unexposed areas.  Hypopig-




 mentation occasionally  follows chronic pitch photosensitization.




      Chronic  tar dermatosis ("shagreen skin"):  This  condition, an essentially




 irreversible process affecting the  forearms, back of  neck, face,  and hands,




 usually  requires  at least ten  years of exposure.  Manifestations  may include




 keratin  hyperplasia, effects of repeated photosensitization, telangiectasia,




pigment  changes,  and neoplasia (papillomas and keratoses.)




     Neoplastic  changes:  Exposure  to coal tar and coal tar pitch can result




in a variety of benign and malignant growths, principally on exposed skin




surfaces but often  affecting the  scrotum.  Lesions associated with pitch




exposure include:

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                                    -  123 -
 Benign:




      Keratoses and papillomas, basal or squamous-cell - horny growths,




       fibroepithelial papillomas  (skin tags), simple warts  ("tar molluscum").




      Keratoacanthomas - pitch acanthomas, pitch warts - often accompanied




       by other proliferative lesions; sometimes misdiagnosed as squamous




       cell  carcinomas; sometimes  considered precancerous; often regress




       spontaneously.




      Keratoses may develop within six months; papillomas and keratoacan-




      thomas may develop as soon as six-months or as long as 41 years after




      initial exposure.  A study of excised pitch warts maintained in tissue




      culture indicated that, although a high degree of polyploidy was as-




      sociated with the cultured warts, the chromosomes were normal  (Everall




      et al., 1967).




Malignant:




      Squamous cell carcinomas - epidermoid carcinomas, spinocellular or




       prickle cell epitheliomas - can develop within 18 months to 34 years.




      Basal cell carcinomas -  basal cell epitheliomas, rodent ulcers- -




       uncommon.




b.    Effects on the eyes:




      Acute or chronic symptoms of eye exposure to pitch have been reported




by Moret (1912), Foerster and Schwartz  (1939), Fisher  (1953), Barkov and




Prosetskii  (1958), Crow et al.   (1961), Lev  et al.  (1966) , Gmyrya et al.




 (1970), Susorov  (1970),  Hervin and Emmett  (1976a,b), and Emmett et al.




 (1977).




      Acute episodes of eye involvement from either pitch fumes or pitch




dust  usually begin two to four hours after initial exposure (beginning of




work  shift.)  Symptoms may include reddening of the eyelids and conjunctiva,

-------
                                     - 124 -
 perhaps accompanied by swelling and spasms of the lids,  and disturbed vision.




 After exposure has stopped, symptoms continue to increase;  within about twelve




 hours the eyes may be matted shut, with a purulent discharge.   In mild cases,




 symptoms disappear within three days, although photophobia  may continue




 for one to two months in the absence of further pitch exposure.  Attempts to




 reduce the severity of the response may include wearing  protective glasses




 and working at night.  Eye involvement may be minimized  by  reducing exposure




 to pitch volatiles to levels below 0.2 mg cyclohexane solubles per cubic




 meter.  In dusty operations involving pitch,  no signs of conjunctivitis




 were observed at levels of cyclohexane solubles below 0.11  mg/m^.




      Prolonged exposure to pitch dust or volatiles may result  in chronic




 conjunctivitis  and corneal staining,  reduction in dark-adaptation and in




 corneal sensitivity leading to corneal anesthesia,  restriction of the visual




 field,  and pterygia.




 c.   Effects on the respiratory ^ystern:




      Exposure to coal tar pitch dust has been noted to result  in acute upper




 respiratory distress,  such as  nasal congestion,  hoarseness,  throat irritation




 and swelling,  and coughing reported by Susorov (1970)  and Lev  el; al_.   (1966).




 Increased  mortality from chronic bronchitis,  emphysema and  lung cancer have




 been reported in workers exposed to coal tar  pitch volatiles (National Re-




 search  Council,  1972;  Hueper, 1963;   Hammond et al.,  1976; Doll et al.,  1965;




 Konstantinov and Kuzminyuk,  1971;   Redmond et_ al_.,  1972;  Lloyd,  1971;  Okubo  and




 Tsuchiya,  1974;  Sakabe e_t al.,  1975).




 d.   Other  effects;




     Exposure  to coal  tar pitch  has been related to  disorders  of various




 organs.  Functional stomach  disorders  including  chronic  gastritis in  pitch




workers have been described  by Mikheeva  (1967).  A greater risk  of dental

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                                     -  125  -
 caries,  leukoplakia and edema of  the oral mucosa has been noted in tar and




 pitch workers  (Pekker,  1967).




      Increased incidence of  cancer of a  variety of organs has been observed in




 persons  whose  exposures included  coal tar pitch.  Sites include bladder




 (Henry,  1947  ;  Borneff, 1965;  Zorn, 1966; Doll et al., 1972; Hammond




 el: a^.,  1976),  kidney (Redmond et ajL., 1972), stomach  (Hammond et ail., 1976;




 U.S.  National  Institute for  Occupational Safety and Health, 1973), intestine




 (Lloyd,  1971),  pancreas (Lloyd, 1971), larynx  (Hammond et al., 1976; Guardascione




 and Cagetti,  1962), and buccal cavity, pharynx, and esophagus  (Hammond et al.,




 1976).




       Most pitch workers are also exposed to other potentially carcinogenic




 materials  such as coke  oven  emissions  (Lloyd, 1971; Redmond et al., 1972),




 or lower-boiling fractions of coal tar such as basic fractions or creosote




 (Doll et al.,  1972).  Also,  the influence of coal tar pitch may be modified




 by other factors such as smoking  history or exposure to sunlight or other




 ultraviolet light (Bingham et al., 1976; Emmett, 1973, 1975).




     Bladder cancer is  generally  thought of in relation to exposure to aro-




matic amines which  are  present in appreciable quantities in some of the




lower-boiling  fractions of crude  coal tar, but are not major components of




coal tar pitch.   For  instance, Doll et al. (1972) reported the case histories




of  12 men who died  from bladder cancer after being employed in gas works.




However, a few  cases  appear  to involve exposure only to coal tar pitch.




Borneff  (1965)  reported a case history of a 62-year old tar distillery worker




with no known work  contact with aniline or other low-boiling tar fractions,




who had pitch warts for several years preceding symptoms of bladder cancer.




A case of bladder cancer in  a  road worker with exposure only to paving tar

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                                     - 126 -
 and asphalt was reported by Zorn (1966),  who identified alpha- and beta-




 naphthylamine in the "paving tar" (pitch).   In both cases  the  workers had




 been exposed about 15 years before developing symptoms  of  bladder cancer.




 In neither case did the men smoke or have known chronic exposure  to  any




 potential carcinogen except pitch and tar.




 B.  Effects of Occupational Exposure




      As early as 1775,  Percival Pott recognized that the scrotal  cancer




 of chimney sweeps was a result of occupational exposure to soot.  More re-




 cently, Henry (1947)  assembled data relating cases  of skin cancer reported




 in Britain from 1920 through 1945 to numerous occupational exposures, many of




 which included coal tar and similar materials.




      In-evaluating the  carcinogenic potential of asphalt,  coal tar pitch and




 similar materials,  it is important  to consider the  multiple factors which




 may contribute to potency (Bingham  et al.,  1976).   Ultraviolet radiation  (UV),




 itself  generally considered-to be carcinogenic (Emmett,  1973,  1975), may aug-




 ment the  carcinogenicity of PAH in pitch  or other bitumens.  The  relationship




 of  photosensitization to development of cancer is not known.   On  the other




 hand, the  action of UV,  or  of  carcinogens present in bitumens  may be modified




 by  other components which may  act as  cocarcinogens  or as inhibitors.  Such




 compounds  may  be PAH  or  heterocydic  aromatics  closely  related to the car-




 cinogens,  or phenolic or other materials whose  role is  not yet clearly under-




 stood.  In addition,  other  environmental  factors, such  as  smoking and pol-




 luted air, may have an important  influence  on the carcinogenicity of bitumens.




     1., Exposure to  asphalt




 a.   Refineries;




     Baylor and Weaver  (1968)  surveyed the health of  462 asphalt workers in




25 petroleum refineries  and of 379 controls.  Each worker had been engaged




in asphalt work for at least five years, the average being  15.1 years.  No

-------
                                    - 127 -
significant differences in health were found, although there was some




dermatitis and other noncancerous skin disease, none severe, and an increased




incidence of chronic bronchitis and other noncancerous lung disease in the




asphalt workers.




     In a study of Russian refineries, Kireeva and Yanysheva (1970) found the




highest levels of BaP around areas where higher boiling crude oil fractions




were being further processed.  BaP concentrations reached 2.58 ;ig/m3 in the




asphalt processing area and 36.59 jig/m3 in the asphalt coking area.  Other PAH




identified in these two areas were dibenz(ahVanthracene, benz(a)anthracene,




dibenz(ac)anthracene and anthracene.   Of these, dibenz(ah)anthracene is con-




sidered a strong carcinogen, anthracene is noncarcinogenic, and the other




two are weakly carcinogenic.  The incineration of gases from the air blowing




operation reduced the BaP concentration only from 1.1 ug/m3 to 0.84 pg/m3.




(Kireeva  and Yanysheva, 1970).




b.   Other;




     In 1947, Henry reported one case of squamous cell carcinoma in a man




exposed for 22 years to native lake asphalt road materials.  Zeglio  (1950) des-




cribed respiratory symptoms in most of 22 electrical insulation workers using




native asphalt heated to 120°C.  Symptoms, including bronchitis, chronic cough,




nose and throat irritation, breathing difficulty, rhinitis, and laryngitis,




improved when not working.  Occasionally the asphalt may have been adulterated




with pitch.




     In connection with a survey of the health of asphalt workers in refineries,




Baylor and Weaver (1968) assembled inforamtion about instances of ill health




attributable to asphalt exposure related to paving or roofing work or driving




over asphalt highways.  Except for several cases of dermatitis and minor nasal




irritation, no cases of asphalt-related disease were reported by 31  construction




or paving companies, 15 state highway commissions and boards of health, three

-------
                                     - 128 -
 large roofing companies,  four large trucking  companies, and  six insurance




 companies.




      2.   Exposure to_coal tar pitch




      In  contrast to asphalt,  exposure  to  coal tar pitch may  result in clearly-




 defined  biological effects.




 a.    Exposure during production of pitch:




      During  the  production and processing of  pitch-containing crude coal tars




 at  coke  ovens, tar distilleries, gas works, and other coal conversion plants,




 workers  may  be exposed not only to pitch, but to a variety of noxious gases,




 fumes, emissions,  and lower-boiling  tar fractions, as well as to sunlight




 and cigarette smoking.  Because of the multiple factors involved in these




 exposures, the role of the pitch fraction in  the production of biological effects




 is not clear.  Epidemiological  studies of coke oven workers indicate in-




 creased mortality from cancer of the lung (Lloyd, 1971; Redmond e_t al.  1972;




 Okubo and Tsuchiya, 1974;  Sakabe et^ a^.,  1975; O'Connor, 1971), which is




 greatly  increased  by cigarette  smoking (U.S.  National Institute for Occupa-




 tional Safety and  Health,  1973).   Increased  incidence of cancers of the




 skin  (Henry,  1947), kidney  (Redmond e_t al^, 1972), and certain other sites




 (Lloyd,  1971) have also been reported in  coke oven workers.




    An important relationship  noted by Lloyd  (1971) is that between the




 temperature  of coal carbonization  (thus,  composition of volatiles) and mor-




 tality risk  from lung cancer,  as indicated in Table V-l.  Mazumdar et al.




 (1975) have  reported a correlation between exposure (length of time and




work  area) to coal tar pitch volatiles and development of cancer  (particu-




 larly cancers of the respiratory system)   in coke oven workers.




    Measurements of levels of PAH, BaP, or benzene or cyclohexane soluble




 fractions of  "coal tar pitch volatiles" (CTPV) have been made at coke, iron

-------
                                  -  129  -
         TABLE V-l.  TEMPERATURE OF CARBONIZATION AND REPORTED

                            EXCESS OF LUNG CANCER


                                                              Percent
Temperature °C	Type of Process	Excess Lung Cancer

  400-500               Vertical gas works retorts            27

  900-1100              Horizontal gas works retorts          83

  1200-1400             Coke Ovens                            255

  1500 +                Gas generators
                           (Japanese)                           800



Source:  Lloyd,  1971

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                                       - 130 -
 and steel plants.  However, it should be emphasized that the presence of such




 materials, which may be found in a variety of tarry residues such as tobacco




 smoke, charred food, asphalt fume, automobile exhaust, carbonized wood,  and




 cracked petroleum residues, does not imply that any or all of the PAH are attrib-




 utable to coal tar pitch.




      Some PAH levels measured near coke, iron and steel complexes do appear to




 be related to the presence of pitch.   When Masek (1971)  sampled six Czecho-




 slovakian coke plants, he  found high levels of exposure of workers, especially




 oven workers, to BaP.  Table V-2 presents the data collected at one of the coke




 plants (new at the time of sampling)  which also carried on pitch processing,




 including pitch coking.




      In early studies in Britain, numerous cases of cancer of the bladder




 (Henry e_t al_., 1931)  and skin (Henry, 1947; Fisher,  1953)  were reported  in




 workers at tar distilleries and gas works.  Nonneoplastic  skin changes




 were  also reported in tar  distillers  (Fisher, 1953).   In later studies of




 gas works employees,  Doll  ejt _al_.  (1965,  1972)  found increased risk of bronchitis




 and  cancer of the  bladder,  lung,  and  scrotum in men with high exposure to




 volatiles from coal  gasification.  The risk of bronchitis  appeared to be




 greater in  vertical  retort  houses  (400 to 500°C) , while  the  risk of lung  cancer




 was higher  in horizontal retort houses (900 to 1100°C)  (Doll e_t al. ,  1972) .




     Spectrophotometric analysis by Lawther et_ aL_.  (1965)  of cyclohexane




 soluble  fractions  of  air samples  taken in British retort houses  revealed




 acenaphthene,  fluorene, phenanthrene, anthracene, fluoranthene,  pyrene,




 chrysene, benzo(e)pyrene, benzo(a)pyrene,  perylene, anthanthrene,  coronene,




benzo(a)anthracene, benzo(b)fluoranthene,  and benzo(ghi)perylene.   The




particulates were tarry droplets 0.1-1 pm in  diameter.   Continuous  air and




personal monitoring of  coronene, BaP, BeP,  and benzo(ghi)perylene  in-

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                                   - 131 -
 TABLE V-2.  BaP CONCENTRATIONS AT A CZECJIOSLOVAKIAN PITCH PROCESSING
                               COKE PLANT
Sampling Point
Number of
 Samples
     BaP Concentration
Minimum    Maximum
                                                                       Average
Ascension pipes of
pitch battery

Collecting main of
pitch battery—
machinery side

Collecting main of
pitch battery—
discharge side

Medium pitch
pumping station

Tar distillation
pumping station

Administration
building
   (indoors)
  35
  35
  35
  33
  33
  33
 0.386     12.958
 0.436     12.800
 0.406     15.900
 0.031
 0.106
1.516
0.923
 0.005      0.407
             2.550
             2.250
             2.259
0.200
0.400
             0.082
Source:  Masek, 1971

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                                     - 132 -
 dicated that, although exposure levels varied widely within the retort house,




 all workers were exposed to PAH levels higher than normal  urban levels.




      Gmyrya e_t .ajL.  (1970) examined 152 coal tar chemical workers, the majority




 26 to 45 years old, for signs of eye involvement from chronic tar and pitch




 exposure.  Most had symptoms of chronic exposure.  Dark adaptation  was below




 normal in 71%  of 112 workers tested.  Disorders in corneal sensitivity appeared




 soon and progressed with years of work.  Complete corneal anesthesia was observed




 in four eyes.




      Mikheeva (1967)  reported that half of 87 workers in the pitch depart-




 ment of a byproduct  coke plant had disturbances in basic stomach functions.




 The incidence of functional changes was two to three times higher in pitch




 workers than in controls.   The changes were attributed to the effect of pitch




 on the gastric mucosa.




      In a study by  Pekker  (1967)  the incidence of caries,  leukoplakia and




 observable changes  in  the  oral mucosa was higher in the 547 tar processing




 and coking workers  than  in controls from other parts of the plant.   Free




 oxygen tension in the oral mucosa was 3 to 4 times lower in the tar workers.




      In addition to the  effects resulting from exposure to products of con-




 ventional  coking of coal at coke  ovens,  gas works,  and tar distilleries,  tumors




 were  also  observed  in workers  in  a pilot plant for the hydrogenation of  coal




 (Sexton, 1960a,b).  Samples  of materials to which the  workers were  exposed  also




 produced cancer  in  experimental animals  (Weil and Condra,  1960).  This study




 illustrates the  fact that  even with precautions  for the health  of workers,




 tarry residues and other products  of  new coal conversion processes  may be




hazardous  to workers and users.

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                                    -  133 -
 b.   Exposure Curing use:




     (1)  Electrodes:




     As described  in Chapter  III, certain metallurgical electrodes, princi-




 pally the  anodes  used  for primary aluminum manufacture, are made of carbon-




 aceous material   such  as petroleum coke as filler, with a large proportion of




 coal tar pitch as a binder.  During prebaking and use, thirty to forty per-




 cent of the pitch binder is  volatilized, producing  a major source of po-




 tential exposure  to coal tar pitch volatiles.  In an industrial hygiene




 survey by  Larsen  (1973), air samples taken near potlines using prebaked anodes




 had  a range of total particulates from 0.90 to 8.96 mg/rn-^ and a range of




 benzene solubles  from  0.01 to 0.1 rng/m^.  Personal air samples ranged from




 0.7  to 30.4 mg/m-3 for  composite total particulates and from 0.0 to 0.5 mg/m^




 for  composite benzene  solubles.  There is a tendency to replace the prebaked




 electrode  with the self-burning (Soderberg) electrode, which has not been




 prebaked and thus releases all of its volatiles in the potroom during aluminum




 reduction.  Concern has been expressed over exposure of potroom workers to




 coal tar pitch volatiles from the Soderberg electrode  (Shuler and Bierbaum,




 1974).




     A study (Equitable Environmental Health, Inc., 1977) of the mortality




 of aluminum workers, carried out for The Aluminum Association, Inc., has




 provided epidemiological information that may be helpful in evaluating the




 health effects of exposure to coal tar pitch volatiles.  Records of 23,033




men who had worked five years or more in aluminum reduction plants between




 1946 and 1973 indicated a slight positive association between employment as

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                                     - 134 -
 a potroom worker and lung cancer,  most evident in workers  in the  horizontal




 Soderberg process.  Slight excesses of leukemia and lymphoma deaths  in




 these workers were not statistically significant.   A significant  excess of




 deaths   due to motor vehicle accidents was also observed  in potroom workers.




 The report suggests that the role  of coal tar pitch volatiles in  the health




 problems of potroom workers should receive further study.




      Konstantinov and Kuzminyuk (1971)  examined mortality  records over an




 11-year period (1955 to 1966).   Incidence of malignant neoplasms  among furnace



 operators,  anode operators and  crane operators  (all subject  to exposure from the




 carbon anodes)was compared to the  incidence in  the population of the community




 in which the aluminum plant was located.   As shown in Table  V-3, workers in




 electrolytic shops that used Soderberg  (self-burning)  anodes had increased




 mortality from cancer of all sites and  cancer of the lungs,  bronchi  and




 pleura.   They also had an increased incidence of skin cancer.  Workers at




 the shop using prebaked anodes  showed no  increased mortality.  Levels of BaP




 at several  shops  utilizing different process technologies  showed wide  vari-




 ation.   The highest BaP levels  (29.2 to 245 ug/m3)  were seen in a Soderberg




 shop with lateral current supply.   Air-cooled anodes receiving overhead




 current  released  fewer fumes, and  thus  less BaP, than uncooled anodes  re-




 ceiving  overhead  current.   No BaP  was detected  in  the prebaked anode shop.




Under all conditions,  the highest  levels  of BaP  were reached during  furnace




processing  and replacement of butts.




     Substitution of petroleum pitch (a cracked  petroleum residue) for coal




tar pitch in  carbon anodes  reduced BaP  levels in the  electrolytic shop.




Dust levels of BaP were reduced 7  to  24-fold when  a petroleum pitch with 11.6




times less BaP  than coal  tar pitch was used (Konstantinov et al., 1973).

-------
                                    - 135 -
                                TABLE  V-3
               INCIDENCE OF CANCER  IN ALUMINUM WORKERS EXPOSED  TO
                           SODERBERG OR PREBAKED ANODES



Soderberg anode:
(self-burning)







Prebaked anode:


Type
of
Cancer
All Sites
(mortality)

Lungs , Bronchi ,
Pleura (mortality)

Skin
(incidence)

All Sites
(mortality)


Age Group
(Yrs.)
All
18-39
40 +
All
18-39
40 +
All
18-39
40 +
All
18-39
40 +

Factor of Excess
Over Controls
1.85
7.15
1.57
1.7
8.3
no excess
10.5
38.8
6.6
no excess
no excess
no excess
Source:  Konstantinov and Kuzminyuk, 1971.

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                                     - 136 -
      (2)  Patent fuel (briquettes):




      Workers handling pitch-containing coal briquettes in the sunlight de-




 veloped phototoxic reactions of the  eyes and skin,  as well as upper respira-




 tory symptoms (Lev et al.,  1966)




      Henry (.1947)  reported 610 cases of squamous cell carcinoma in patent




 fuel workers out of 3753 cases of job-related skin  cancer.  In 1931,  Henry




 et al.  reported that the occupation  of patent fuel  laborer was one of the




 two occupations with the highest death rate from bladder cancer,  the  risk




 being four times greater than that for the male population of England and




 Wales.




      Skin lesions  in 144 patent fuel workers exposed to coal dust and pitch




 during  1957 to 1963,  as  compared to  263 controls (dermatological  out-patients),




 were described by  Hodgson and Whiteley (1970).   Photosensitivity  was




 recorded in 57%  of the pitch workers and was unrelated to incidence of pitch




 warts or acne.   All acneiform lesions were much more common in the pitch




 workers  (93%)  than in the controls (31%).   There was little difference be-




 tween the two  groups  in  the  incidence of benign proliferative lesions.




 Squamous keratoses  were  slightly more common in the  pitch workers  (12%)




 than in  the controls  (10%).   Chronic tar dermatosis  was  found in  5% of pitch




 workers  with pitch  exposure  of 30 to 50 years,  but not in controls.  Squamous




 cell carcinoma incidence  was  2.8?  in pitch workers compared with  0.4%  in  con-




 trols.   Pitch acanthoma developed in about 10%  of the  pitch workers;  incidence




was  related to duration of exposure,  but also varied from 3 to  24%  for low to




high  levels of skin contamination with pitch; spontaneous  regression was  noted




in 26% of the cases.  Scrotal proliferative changes  were  reported  in  13.5% of




all the pitch workers, with 3.5%  incidence  of keratoacanthoma and one  squamous

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                                    -  137 -
carcinoma.  Although incidence of some proliferative lesions increased with




increased exposure, the  findings suggested that there is  also a personal




susceptibility to pitch.




      (3)  Other




     Blast furnace refractory brick:  Levels of BaP ranged from 7 to 2500




Ug/m3 near a blast furnace lined with pitch-bonded refractory brick contain-




ing up to 15% pitch.  In a survey of workers at this plant, Kapitul'skii




jet al.   (1971) found that 22% of 149 workers had rashes on hands, face and




other parts of the body.  None of the workers at another plant using less




than 1% pitch in the refractory brick had such symptoms.   Tanimura (1968)




found high levels of BaP at several sites at an iron and steel complex.




The presence of pitch-refractory bricks might contribute to BaP levels near




the blast furnace, while tar or pitch used as a lubricant might have.con-




tributed to BaP levels near the pouring of steel into ingots or at the high




mills.  Pitch was used as an open hearth fuel and as a binder in electrodes




used in the electric arc furnace, two other sites of BaP contamination.




     Foundries:  Levels of BaP at a Czech foundry were 1.2 ug/m3 in air,




0.100-14.04 mg/kg in sedimented dust, and 4.8-28.6 mg/kg in floor sweepings




containing coal tar.  In an examination of 286 workers in two foundries for




signs of exposure to high BaP levels, Kolomaznik et^ al_.  (1963) noted one




case of lung cancer, nine laryngeal neoplasms/ eight laryngeal pachydermas,




ten cases of leukoplakia and five unspecified pre-cancerous conditions.




     Molded articles:  Crow et al_.  (1961) examined workers engaged in Holding




articles from pitch, asbestos and slate dust.  Of the men exposed to pitch,




seventy percent developed comedones and forty percent had folliculitis of




the thighs.  Seventy percent of the white workers reported pitch photosensitivity;




forty percent reported photophobia.  More than half the men reported chronic

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                                    - 138 -
 "sweating yellow", which continued for three to seven days during vacations




 and, in 25% of the workers, persisted up to two weeks after work exposure




 to pitch had ceased.  Henry (1947)  reported one case of squamous cell  carcinoma




 in a man employed in the manufacture of clay pigeons.




      Electrical conduits:  Foerster and Schwartz (1939)  reported that  over half




 of the 500 men at four separate plants had hyperpigmentation (melanosis) or




 cutaneous lesions; comedones,  folliculitis, keratoses,  and papillomas  were also




 common,  and squamous cell carcinomas were noted.  Henry (1947)  reported  that




 55 out of 3753 cases of occupational skin cancer occurred in workers manufacturing




 or installing electrical equipment.   Three cases of  squamous carcinoma (two scrotal)




 occurring in a group of 200 workers  engaged for more than five  years in  the




 process  of  "Stanford jointing"  of  earthenware  pipes used as conduit for under




 ground electric cable were described by Spink et al.  (1964). Although the




 jointing compound,  which was applied hot,  contained  20%  coal tar,  direct ex-




 posure was considered limited  and the liquid tar was considered less haz-




 ardous than a dusty material.  The cases were attributed to liberal skin con-




 tact with a solvent-refined, petroleum-derived spindle oil used  to  protect the




 pipe during jointing.




     Pipe  covering:  Approximately ten workers  were  exposed to  CTPV resulting




 from the manufacture of  a pipe coating using pitch, powdered polyvinyl chloride




 and "petroleum tar,"  The benzene soluble  fraction in personal  air samples




 (breathing  zone) ranged  from 0.18 to 4.41  mg/nv3.  Sixteen out of seventeen




 samples exceeded the OSHA standard of 0.2  mg/m3  (see  Chapter VII), five




samples exceeded 1.0 mg/m3,  and  ten  out of sixteen were  at least double  the




standard  (Gunter and Ligo,  1976).

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                                   - 139 -
     Carbon Products:  After twelve years of observation of a relatively stable




population of 170 workers making carbon products, Ross (1948) recorded a




total of 66 persons with folliculitis, comedones and acne, 25 with hyper-




pigmentation, 26 with chronic tar dermatosis, 102 with papillomas, and 16




with squamous cell carcinoma.




     Floor laying:  Abaseev et al. (1975)  described a floor laying procedure in




which hot coal tar pitch was spread on concrete primed with anthracene oil,




wooden boards were pressed into place, and cracks were filled with dry pitch




applied with a hot iron  (500°C).  During this operation, the BaP levels in




the air might reach 0.24 mg/m3.  Use of a catalytic after burner  (at 400°C)




on the trapped fumes eliminated the hazard.




     Commercial fishing:   Henry  (1947) reported skin cancers in workers ex-




posed to tar and pitch in fishing net repair and boat repair.  Spitzer et al.




(1975) noted that commercial fishermen who had worked longer than eight sea-




sons had a 65% greater risk of lip cancer than other Newfoundland males of




comparable age.  Analysis of other risk factors  (such as outdoor exposure and




tobacco use) unexpectedly indicated that using the mouth as a "third hand"




to control tar-coated nets reduced the risk of lip cancer by fifty percent.

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                                     - 140 -
      3.  Combined exposure to asphalt_and coal tar pitch




 a.   Roofing:




      During both the laying and the tearing off of large commercial roofs,




 workers are exposed to fumes and dust from both asphalt and coal tar pitch




 which are used in various layers of built up roofing.   It is not possible to




 separate the contributions of the asphalt and the pitch to the "coal tar




 pitch volatiles" or to health effects on exposed workers.




      Air samples were analysed and roofers were examined in health hazard




 evaluations of the tearing off of an old roof (Hervin  and Emmett, 1976a)  and the




 laying of a new roof (Hervin and Emmett 1976b).   During the tearing off operation,




 levels of cyclobexane solubles from personal air samples varied from less than




 0.01 to 1.88 mg/m3.   Nine of fifteen men were exposed  to more than the  current




 OSHA allowable level for coal tar pitch volatiles (0.2 mg/m3).   The PAH levels




 in the cyclohexane fraction varied from 0.059 to 0.247 mg/m3.   Spectrometric




 analysis  of the pitch dust  for PAH revealed 1.2 wt% anthracene/phenanthrene and




 1.2 wt% fluoranthene.   Other major components were pyrene,  chrysene/benz(a)anthracene,




 benzo(k)fluoranthene and benzo(a)pyrene/benzo(e)pyrene.  Minor components in-




 cluded acenaphthene  and dibenzfuran.  No alpha-or beta-naphthylamine was  de-




 tected CHervin and Emmett,  1976a).




      During the laying  of a new pitch roof using pitch heated to 190 to 204°C




 (375  to 400°F),  the  cyclohexane soluble fraction varied from 0.02 to 0.49 mg/m3




 in personal  air samples  on 26 workers and from 0.04 to 2:38  mg/m3 in area




 samples.  The  average range of worker exposure to PAH  was 0.017 to 0.083  mg/m .




A bulk sample  of pitch  used at the  job  contained 270 ppm BaP/BeP and 4.89 wt%

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                                   - 141 -
cyclohexane solubles, of which 1.9 to 13 wt% was PAH.  A bulk sample of asphalt




contained 10.3 wt% cyclohexane solubles, of which 0.5 to 3.2 wt% was PAH,




but no BaP/BeP was detected.  Neither sample contained a- or g-naphthylamine




(Hervin and Emmett, 1976b).  Tests of the carcinogenicity of these samples




to mouse skin  (Bingham et a]L., 1977a) are described in Chapter VI.




     In both operations, most workers had histories of skin photosensitization.




Phototoxic keratoconjunctivitis was common in both white and black workers,




and was subjectively associated with sunny days or summer (Hervin and Emmett,




1976a,b; Emmett et al., 1977).  It was suggested that eye involvement in




roofing workers may be minimized by reducing exposure to pitch volatiles to




levels below 0.2 mg cyclohexane solubles/m3.  In dusty operations involving




pitch, no signs of conjunctivitis were observed at levels of cyclohexane




solubles below 0.11 mg/m3 (Hervin and Emmett, 1976a).




     In a study of mortality in 5939 roofers exposed to asphalt and pitch for




at least nine years before 1960 (Hammond et al., 1976; Selikoff, 1976), an




increase in lung cancer mortality, expected if inhalation of BaP is a cause,




was not observed until the time of exposure reached twenty years  (Table V-4).




Smoking histories were not obtained.  Mask filter BaP levels ranging from




"not detectable" to 135 ug/7-hr day were reported for all jobs at the work site,




with average exposure levels of 1.4-53 yg BaP/7 hr day (Hammond e_t aJU , 1976).




b.   Paving;




     Although bitumens for paving materials are now generally asphalt, varying




amounts of coal tar pitch have been used for this purpose.  Cases of clinical




symptoms in road workers cannot readily be attributed to coal tar pitch or to




asphalt.

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                                    - 142  -
 TABLE V-4.   MORTALITY RATIOS  FOR SEVERAL CAUSES OF DEATH IN ROOFERS
                                                Time in Roofing Union
Cause  of  Death                              9-19 yrs.         20+  Yrs,
ALL DEATHS
Respiratory*
Accidents
ALL CANCERS
Buccal cavity, pharynx,
larynx , esophagus
Stomach
Bladder
Prostate
Leukemia
Lung
1.02
1.96
1.59
1.07
1.04
0.54
0.82
1.87
1.67
0.92
1.09
1.67
1.41
1.45
1.95
1.67
1.68
1.38
1.68
1.59
*Includes emphysema, chronic bronchitis and asthma.

Source; Hammond et al., 1976

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                                    - 143 -
      Zorn (1966)  reported a case of bladder  cancer  in a road worker believed




 to be exposed to pitch but not to other fractions of coal tar.  Several brands




 of paving "tar" were found to contain 0.3  to 3% B-naphthylamine, a known




 bladder carcinogen,  and half as much a-naphthylamine.  The  concentration  of




 3-naphthylamine was  1.5 to 4 ppm in the air  near the tar spraying machine




 and 20 pg (total) .in the worker's long underwear worn for six days without




 washing.




 4.   Prevention of  occupational disease




      Detailed discussions of preventive measures needed to  avoid occupational




 disease from exposure to carcinogenic PAH  that may  be present in asphalt  or




 coal tar pitch can  be found in the criteria  document on coke oven emissions




 (U.S. National Institute for Occupational  Safety and Health, 1973 ),   the  pro-




 posed and final standards on coke oven emissions  (U.S. Department of  Labor,




 1975,  1976),  and the  criteria documents  on asphalt  fumes and coal tar products




 (U.S.  National  Institute  for Occupational Safety and Health, 1977a,b).  The




 following  information is  based on  these  references  and on Bolton (1976),




 Ketcham and Norton  (1960), Crow  et al.  (1961), Garrett (1977), and Cheng  (1977)




     Prevention of any  occupational disease  can be broadly divided into four




 areas  of concern:  education of  employer and employee, medical surveillance,




protective devices or measures,  and personal hygiene practices.




     Education;




     Fundamental to the prevention of occupational  disease is the informed




worker.  In order to protect himself and others, each worker must recognize




hazards  in the workplace.  A minimal program would  involve displaying in  a

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                                      -  144 -










  prominent place  a clearly, simply written poster with the following informa-




  tion:   the generic names of substances  to which workers are exposed, including




  not only  materials being handled, but major by-products that may be present;




  possible'  routes  of exposure; acute or chronic symptoms of diseases that may




  result  from exposure; and personal measures the worker can take to minimize




  exposure.




      Medical Surveillance;




      The surveillance program can include an educational program.  Workers can




  receive more detailed information on possible job-related difficulties as well




  as information on avoiding occupational disease.   This may include discussion of




  the role of smoking and use of alcohol  in predisposing workers to certain condi-




 tions .




      It has been suggested that the preplacement  physical examination  for




 workers who will potentially be exposed to "coal  tar pitch volatiles"  include




 the following:   a complete  medical  history; tests  of pulmonary function,  in-




 cluding forced  vital  capacity;  chest X  rays;  sputum and urine  cytologies;




 urinalysis; blood count; and a  complete  skin  examination,  noting  suspicious




 lesions  on a permanent record,  ideally with photographs.   Workers  should have




 annual physical examinations, with semi-annual  checkups  after age  45  or after ten




 years of employment.




     Protective devices or measures;




     Engineering  controls should  be installed  to eliminate exposure.   Until




 this is  accomplished, or during situations involving high  exposures, respirators




 approved, by NIOSH  or the Mining Enforcement and Safety Administration  should be




worn.




     Barrier creams may be helpful in avoiding skin contact, although  there




is controversy  as  to their efficacy.  Workers exposed to sunlight and pitch

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                                   -  145 -
 fumes  should use  a  topical sunscreen,  Five percent para-aminobenzoic acid




 (PABA)  in  alcohol is recommended.




     Goggles and  garments which minimize skin contact with dust or volatiles




 should be  worn.   Disposable clothing may be used.




     Clothing  that  had been contaminated by pitch fumes during normal work




 was  found  (Masek  el: aJ.,  1972; Kandus et al^.,  1972) to contain 11.55 yg BaP/g




 (average), while  underwear contained an average of 5.47 vig BaP/g. PAH, as




 indicated  by BaP, accumulated in work clothing in spite of repeated washings.




 For  example, clothing laundered after every two work shifts contained an




 average of 0.41 ug  BaP/g clothing after two weeks, 0.86 yg BaP/g after three




 months, and 3.15  yg/g after twelve months.  Therefore, in addition to fre-




 quent  and  thorough  cleaning, garments should be replaced often.




     It has been  suggested that employers supply, launder and frequently




 replace all work  clothing, including boots and underwear.  In this way,




 clothing contaminated with potentially carcinogenic PAH can be handled by




 supervised laundry personnel with adequate control of exposure, emissions




 from dry cleaning, or effluents from laundering.




     Personal hygiene;




     After normal work, before doing anything else, hands should be washed.




After  contaminations and after every work shift, workers should shower




 thoroughly.




     The use of waterless cleaners followed by soap and water has been re-




 commended.




     "Black light"  (long wave ultraviolet) has been used for checking




workers  after washing to detect any unremoved fluorescence.  It is still




recommended by some (Bolton, 1976), but there is controversy over the

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                                    - 146 -
 benefit of regular exposure of workers to a potential carcinogen orcocar-




 cinogen for the purpose of detecting other potential carcinogens.



 C.   Effects of Experimental Exposure to Coal Tar Pitch




      The first experimental evidence that coal tar pitch is  a photosensi-




 tizing agent was presented by Foerster and Schwartz (1939).   Patch  tests




 on the skin of pitch workers and controls under various physiological




 conditions using pitch in a variety of solvents showed that  in most subjects




 pitch elicits phototoxic reactions  to light with wave length from 390 to  500




 nm.   No reactions were seen to ultraviolet (UV)  light less than  250 nm or to




 infrared light.   Sunlight filtered  through window glass did  elicit  a photo-




 toxic response.   Patch areas which  were washed before irradiation still showed




 typical pitch photosensitization.




      Crow et al.  (1961)  patch tested workers with pitch dissolved in chloro-




 form.   Most subjects  complained of  "pitch smarts"  when exposed to light from




 340  to 430 nm.  The erythematous response in these workers was similar to




 pitch phototoxicity seen in the field.   The reactivity of a  patch-tested  area,




 however,  remained for several weeks rather than several days.




      Individual components  of pitch have been tested for their photosensitiz-




 ing  properties.   Foerster and Schwartz  (1939)  reported phototoxic responses to




 anthracene (strongest),  acridine and phenanthrene,  but stated that none of




 these  compounds alone was responsible for the phototoxicity  of pitch.  Crow




 ert al.  (1961) found that anthracene, but not acridine,  regularly caused




phototoxic reactions  in  patch tests  with light from 340  to 380 nm.  Kaidbey




 and Kligman  (1977) reported that anthracene,  fluoranthene and phenanthrene are





as phototoxic as coal tar.

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                                   - 147 -
D.   Effects of Experimental and Therapeutic Exposure to Coal Tar Medications




     Crude coal tar preparations, long claimed to have useful antipruritic,




antiacanthotic, vasoconstrictive, keratoplastic and antiparasitic properties




(Obermayer and Becker, 1935^ are among the most commonly used dermatological




medications  for the treatment of psoriasis, eczema, and other chronic skin




diseases (Gruber e_t al_., 1970),   Such medications, with various trade names, are




formulated from crude (unfractionated) coal tar, which does not fall within




the scope of this report.  Biological effects of crude coal tar medications




are included here because the properties related to their effectiveness




(photosensitization) and side effects (cancer) appear to be attributable to




their content  (30 to 60%) of coal tar pitch.




     When tested by continuous occlusive application to the backs of young




adult males for three weeks, 25% crude coal tar and undiluted coal tar dis-




tillate were equally acnegenic (Kaidbey and Kligman, 1974a).  The lower




boiling fractions of coal tar seemed to be irritating, whereas the higher




boiling fractions, with keratoplastic properties, were most effective thera-




peutically (Obermayer and Becker, 1935).  When application as a 5% mixture




in hydrophilic ointment to forearms of young adults was followed by exposure




to long ultraviolet light (UVA), crude tars were more phototoxic than par-




tially refined tars or liquor carbonis detergens.




     According to Kaidbey and Kligman (1977), the antipsoriatic potential of




a tar parallels its phototoxicity, crude coal tars being more effective than




fractions thereof.




     There is controversy about both the effectiveness and the safety of the




combined use of coal tar and ultraviolet light in treatment of psoriasis.

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                                    - 148 -
 Marsico and Eaglstein  (1973)  reported  that  crude coal tar and short-wave




 ultraviolet light are more  effective  against psoriasis when administered




 consecutively than when used separately.  Young (1972) found that ultraviolet and




 coal tar together produced no beneficial effect that tar alone could not have




 conferred.  He stated, however, that varying the concentration of coal tar used




with UV light may change the outcome of tar-UV experiments on psoriatic patients.




     Coal  tar and coal  tar  preparations have been tested  for phototoxicity




 and photoaugmentation,  without regard for  antipsoriatic potential.  Crow




 et  al. -(1961) saw no photosensitization using crude  coal  tar and light.




 Liquor Tpicis carbonis,  a  standard refined  tar preparation, caused phototoxic




 effects  at 340-380 run in most  subjects  tested.  Everett and Miller  (1961)




 tested  tars derived  from anthracite coal and bituminous coal and reported




 that the photosensitization reaction  depends not on  the source of the tar,




 but on exposure to light of wavelenth 350-400 nm.




     Zesch (1972) reported that subjects had photosensitization reactions




 following  tar baths  and exposure  to light  from 340-360 nm.  In order to




 determine  how deeply the tar preparations penetrated, he  examined excised




human skin painted with several standard tar preparations.  Fluorescence




was observed in the  horny layer of skin.




     Kaidbey and Kligman (1975) reported that.photoaugmentation may be an




aspect of photosensitization.   UVA (long ultraviolet) and UVB (280-320 nm)




administered in any  order within  a six hour  interval will produce sunburn in




smaller doses than either administered alone.  Application of coal tar




followed by irradiation with UVA, then UVB,  augmented the phototoxic reaction

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                                    -  149 -
to'coal tar in the majority of subjects.  Damage at the microscopic level




was more pronounced with coal tar and UVA plus UVB than with coal tar and




UVA alone.




     Crow et al.  (1961) and Kaidbey and Kligman (1977) reported that the




phototoxic response was eliminated by curtailment of the blood supply to




the area patch tested with coal tar or anthracene for several minutes prior to




and during irradiation.  This result suggests that the photosensitization




reaction, at least in the case of coal tar and derivatives, is oxygen de-




pendent .




     The photosensitizing capacity of crude coal tar was found to be related




to the penetrating ability of the vehicle, being highest in emulsion-type




vehicles, such as hydrophilic ointment, and almost abolished in lanolin or




polyethylene glycol  (Carbowaxj   (Kaidbey and Kligman, 1974b).




     However, Suhonen  (1976) reported a well-defined long lasting phototoxic




response when  five percent coal tar was applied in a Carbowax base and




occluded for 24 hours.




     Coal tar has repeatedly produced skin cancer in animal experiments  (see




Chapter VI) .  Workers exposed to coal tar and pitch have an increased risk of




skin cancer.  Even so, no epidemiological studies have indicted the therapeutic




use of coal tar.  Swanbeck (1971) found that the frequency of psoriasis and




eczema (two conditions of epidermal hyperplasia commonly treated with coal tar)




is the same in populations with squamous cell carcinomas as in noncancer




populations.  He also noted that squamous cell carcinomas sometimes develop at




scar sites, and suggested that epidermal hyperplasia of psoriasis and eczema,




in contrast to the epidermal atrophy of scars, may not predispose a site to




cancer.

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                                    - 150 -
      An international survey indicated that dermatologists  have very  strong




 clinical impressions that cancer of the skin is not a problem in patients  treated




 with coal tar preparations.   A psoriasis questionaire suggested that  coal  tar




 does not cause an unduly high incidence of skin cancer among users, although




 some cancers were seen in patients who used coal tar medications in combination




 with X-ray or other treatment (Skin and Allergy News,  1977).




      Only a very few case histories of skin cancer  possibly related to use of




 coal tar medications have appeared in the literature.   Rook et al.  (1956)  re-




 ferred to five patients who  allegedly developed cancer after application of




 coal tar medications.   He described the case of a sixty-year-old road worker




 with no history of tar contamination who developed  two squamous cell  carcinomas




 on his thigh after treating  the  area for 34 years with various tar ointments,




 using about one ounce  of tar preparation every  two  weeks.   Greither et al.




 (1967)  reviewed thirteen previously published cases of human skin cancer




 following prolonged application  of therapeutic  tar  preparations (not  all coal




 tar),  including the cases cited  by Rook et al.  (1956).




      Recently,  Zackheim (1978) commented on the earlier reviews and indicated




 the  need for  long  term animal tests with tar products  in various  bases.  While




he considered tar  preparations to  be effective  and  reasonably   safe dermatological




medications,  he protested over-the-counter availability of  these  products  for




prolonged self-medication.

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                                     -  151 -










                     VI.  BIOLOGICAL EFFECTS ON ANIMALS AND PLANTS




A.  Effects on mammals and birds.




    1.  Poisonings:




    In  addition to the toxic effects of bituminous materials observed in




exposed humans, cases of poisoning have been reported in animals accidentally




exposed to coal tar pitch and other coal tar products, but not to asphalt.




    A number of cases of coal tar poisoning in swine were reviewed by Kern-




kamp  (1964), who considered the disease an acute one, often fatal, with liver




lesions as the most important indication.  One source of exposure to coal




tar pitch was fragments of clay pigeons  (made from powdered limestone and




coal tar pitch) deposited as long as 35 years earlier when the area was




used as a target range.  Other sources included various materials coated or




joined  with pitch, such as tarred pipelines, stone chips, and roofing paper.




    Maclean (1969) described severe chronic effects on the growth rate and




on Vitamin A utilization by sows and new-born piglets, including some deaths




with hepatitis.  The disease was attributed to unidentified components of




coal tar pitch used as a joint filler for concrete slab housing and as a




coating on granite chips for road use.




    Lambers and Van Ulsen (1973) reported that 30 pigs developed ascites




(accumulation of serous fluid in the abdomen) as a result of chronic coal




tar pitch poisoning from pulverized briquettes placed in their sties by




the owner.  Autopsy of one of the pigs revealed the enlarged mottled liver




typical of pitch poisoning.




    2.  Toxicity:




    Studies of toxic effects have been reported for coal tar and pitch,




but not for asphalt.

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                                    -  152  -
 a.  Coal tar and pitch




     Young pigs  (4 to 9  weeks old) fed powdered clay pigeon targets for up




 to two weeks developed severe hepatic centrilobular necrosis and hemorrhage/




 often fatal, with related hematologic changes (Libke and Davis/ 1967;




 Davis and Libke, 1968). Clay pigeon material administered to goats in large




 doses (total 675 to 1350 g) by stomach tube during a three week period was




 not fatal,  but produced non-hemorrhagic hepatic lesions and weight loss in




 all animals (Libke and Davis, 1968).  All levels of ground clay pigeons fed




 to PeKin ducklings were found to be acutely toxic, with depressed growth




 and dose-related gross abnormalities, chiefly edema, and characteristic




 microscopic liver changes (Carlton, 1966).




     The  toxicity of a pitch-tar varnish containing no benzo(a)pyrene was




 studied  by  Kudrin et al.   (1968).   The varnish,  of unspecified source and




 composition, was used for the waterproofing of logs to be transported by




 floating in rivers and reservoirs  used as sources  of drinking water.   White




 mice  receiving pitch-tar  varnish daily for  ten days in oral doses  of 100 mg/kg




 showed a decrease  in weight gain with inconclusive effects  on behavior




 (toleration of load burden).   In three-month studies,  white rats receiving




 the varnish in daily oral doses  of 10 mg/kg or of  1 ml of an. aqueous solution




 containing  100 mg/1  showed no changes in behavior,  nervous  system  function,




 blood  chemistries,  and general condition.   The group exposed to 10 mg/kg




 showed  significantly decreased weight gain starting in the second month,




 and pathological changes  in  several organs  (not  identified).   The  varnish




was considered harmless at a  concentration  of 5  mg/1, with  a maximum per-




missible limit of 10 mg/1.

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                                   - 153 -
     Bokov et  al.   (1974) exposed male Wistar rats 24 hours per day for


 90  to 150 days  to  air  containing material volatilized at 40 to 50° C  (104 to


 122°F)  from UKhM-N bitumen mastic  (an asphaltic bitumen).  Xylene (0.04 mg/m3)


 was identified  in  the  chamber air, while phenol and unsaturated hydrocarbons


 were expected but  not  found.  Bone marrow cells of the exposed animals showed


 an  increase in  chromosome aberrations at the late anaphase-early telophase


 stage,  with an  increased number of fragments and a decreased number of chromo-


 some bridges .


     Kovalenko (1965) found that injection of bituminous coal pitch into the


 surgically exposed preputial sebaceous glands of male rats produced inflam-


 matory  epithelial  proliferation, with metaplasia to stratified squamous


 epithelium.


     Although  the phototoxicity of coal tar pitch affects a large proportion


 of  exposed workers  (see Chapter V) , almost no studies have been conducted in


 experimental  animals.  Skin painting studies have been directed primarily to


 the  investigation of carcinogenic! ty .   Emmett et al. (1977) studied the effect


 on  rabbit  eyes of roofing coal tar pitch volatiles prepared by collecting


 vapors  from a large sample maintained at 200°C.  Instillation of 10 yl of


 this distillate into the conjunctivae of rabbits maintained in UV-free


 quarters produced only minimal or mild temporary irritation.  Irradiation

                                                     2
with long-UV light (330-380 nm)  at 2.0 x 102 joules/m  shortly after conjunctival


 instillation produced marked photophobia and severe keratoconjunctivitis.

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                                   - 154 -
     Phenolic compounds are often present in high concentrations in coal tar




 fractions (anthracene oil, creosote oil)  boiling below coal tar pitch.  Such




 fractions are toxic and may cause high mortality when administered repeatedly,




 as in some studies of carcinogenicity described below.   Some phenols may act




 as cocarcinogens (Boutwell and Bosch, 1959;  Tye and Stemmer, 1967}.   Phenols




 are present in only small amounts in hard pitch,  but may occur in toxic con-




 centrations in heavy tars or soft pitches which contain considerable amounts




 of lower boiling material.  Grigor'ev (1954,  1959)  found that heavy  tars from




 Cheremkhovo coal,  thinned with 30%  benzene,  produced high mortality in mice




 when applied to the skin three times per  week for six months.   The severity of




 the toxic reaction (.degenerative  changes  in  internal organs including liver,




spleen, and kidney) was  related to the phenolic content  (20  to  34%),  and




interfered with possible development  of skin  tumors  (Table Vl-1).  Likewise,




anthracene oil (lower boiling than coal tar pitch) and its chromatographic




fractions were found by Domagalina (1954)  to be highly toxic when applied to




the skin of mice twice weekly for 16 to 45 weeks  (Table VI-1).

-------
                                   -  155  -









 b.   Coal tar medications;




     Although crude  coal  tar ointments have been widely used for the treat-




 ment of hyperplastic epidermal disease such as psoriasis, few experimental




 studies have been performed to evaluate  their side effects or to elucidate




 their mode  of action.




     Stone and Willis  (1969) found  that application to rabbit skin of coal




 tar  USP (crude coal tar) as a 5% mixture with a hydrophilic ointment in-




 creased the  severity of  experimentally produced bacterial infection.  When




 5% crude coal tar mixed  with a triple antibiotic ointment was applied to




 experimentally produced  wounds of  rabbit ears/ there was a 46% delay in




wound healing, with marked follicular hyperkeratosis around the wound (Stone




 and  Anthony,  1970).




     Application of crude coal tar  fractions with boiling ranges either be-




 low  or  above 250°c at 15 mm Hg produced acanthotic changes (thickening of




 the  prickle-cell layer)  in guinea pig skin.  The acanthotic activity of




 the  fraction boiling  up to 250°C  at 15 mm Hg appeared to reside chiefly in




the  neutral  portion, which also produced moderate inflammation (Schaaf,




 1957) .




     In  studies of the effects of locally applied therapeutic agents upon




epidermal protein and nucleic acid synthesis, application of crude coal tar




 (15* in  cottonseed oil)  to guinea pig skin three times per day for four




days caused  inhibition of epidermal amino acid incorporation (Freedberg, 1965)




      Crude  coal tar  (6%  in petrolatum) and a refined coal tar preparation




 (Estar  gel,  0.5% crude coal tar) were found to depress DNA synthesis in vivo




 in. normal and proliferating skin of  the hairless mouse.  The effect was




 greatly increased when the tar was applied in combination with near ujtra-




 violet  light (UVA, 320-400 nm)   (Stoughton e_t air, 1978).

-------
                                   - 156 -
     "3.  Carcinogenic!ty;




      Investigations of the chronic effects of asphalt  and pitch samples have




 been concerned chiefly with carcinogenicity.   Studies  of  exposure by skin




 painting,  injection,  and inhalation are summarized in  Tables VI-1, VI-2, and




 VI-3,  respectively.   These tables  include  pertinent quantitative data  (dosage,




 duration,  number of animals,  tumor incidence,  etc.)  from  the original  articles.




 The  information in the tables is mentioned in the  text under the appropriate




 materials,  but is arranged in the  tables,  and referred to in the text, by




 author and year to simplify identification of the  substance studied.   Where




 both asphalt and coal tar  samples  were  included in the same study, data are




 presented  together in the  tables to permit ready comparison of results ob-




 tained under the same test conditions.




 a.   Introduction;




     Because  of their viscous  nature, many asphalt or pitch samples must be




warmed or diluted with a solvent to permit satisfactory skin application or




 injection.  The results of such tests may  be influenced by inadequate  con-




 tact of "solid"  samples with tissues or by cocarcinogenic or inhibitory ef-




fects  of solvents.




     If the dosage and/or  frequency of  application  is too high, the toxicity




of components of the sample  (or the solvent) may produce high mortality be-




fore tumors can  develop or may alter the pattern of tumor incidence by inter-




fering with normal growth.

-------
                                TABLE  VI-1.
                                                 CARCINOGF.NICITY OF  ASPHALTS,  TARS, AND PITCHES APPLIED TO THE SKIN
Original
number of Concentration
Material % DaP Species animals vehicle Dosage Frequency
Asphalt"

" air reflnedb
"
" steam refined*"
* saturates C aromatlcsc
Asphaltd
Road asphalts8
M

Roofing asphalt

Coal tar

Coal tar fume condensate

i
Asphalts, road
paving (8)
Coal tar pitch.
roofing (2)
Asphalts, straight run (3)


mice
(C57 black)
M
M
M
H
n
H
rabbits

mice
rabbits
mice
(C57 black)
mice


mice
(Swiss)
»

mice
(SS-57)
white
68

50
20
63
50

250


50
6
50

50


218

58

177


in benzene

heated 75-100 mg
+9% toluene 20-30 mg
heated 75-100 mg
33 mg
in acetone
in acetone 1 drop
heated 1 drop

N
H
M

1:3 in olive
oil

101 in benzene 25 M!

9% in benzene
(filtered) "
40% in benzene


2x/wk

l-3x/wk
3x/wk
3x/wk
3x/wk
2x/wk
2x/wk
2x/wk

2x/wk
2x/wk
••




2x/wk


II
Ix/wk


Duration Number of skin tumors Reference
12 carcinomas Simmers at al..
1959
2 yr 1 papilloma Sinners, 1965a
2 yr 9 carcinomas "
IS yr 3 carcinomas *• 2 papillomas "
Ih yr 13 carcinomas 4- 13 paplllomaa Simmers, 1965b
lifetime no cancers Hue per, 1965
2 yr 1 carcinoma + 2 papillomas Hueper c Payne,
2 yr 1960

2 yr
2 yr no cancers "
..

22 carcinomas + 4 papillomas *


1 carcinoma + 5 papillomas Wallcave e_f al.,
1971

31 carcinomas + S3 papillomas "
19 mo 5 tumors Kireeva, 1968












1
M
Ul
-O
1











Asphalts, cracked  (2)
                                                      99
                                                                                                            13 tumors
                                                                                                                                   (cont'd)

-------
                   TABLE  VI-1.      CARCINOGENICITY OF ASPHALTS, TARS, AND PITCHES APPLIED TO THE SKIN (cont'd)
Materials
% BaP     Species
Original
number of  Concentration
animals      vehicle
                                                                    Dosage  Frequency  Duration     Number of akin  tumors
                                                                                          Reference
Coal tar pitch mice
(SS-57)
white
Asphalt, straight run V) mice
(C3H)
Asphalt, thermal 0.08
Coal tar pitch 0.59 "
Raw coal tar pitch 0.62% "


Roofing pitch (coal tar) 0.064 "


Roofing bitumen 0.072 "
Roofing pitch (asphalt) <0.0004 "
Coal tar? 0.67%
Coal tar from by 0.74% mice
product coke oven" C3II
Coal tar pitch from mice
Sllesian coals
", hard "
", soft
Pitch condensate (70% tar) ^ "
" deposits on snow*- "
49 40% in benzene Ix/wk


30 50% in triacetin 50 mg 2x/wk

30
30 " "
20 50% in toluene 50 mg 2x/wk


50 " 50 mg 2x/wk


50 " "
50 " "
30 50 mg 2x/wk
50 mg 2x/wk

48 1:1 in benzene 2x/wk

21
28 "
26 20% in benzene Ix/wk

19 mo 29 carcinomas + 8 paplllomas
(at 12 mo)

79 wk 1 benign

85 wk 7 malignant * 4 benign
41 wk 27 malignant
32 wk 14 " (100%)


45 carcinomas + 3 papillomas


39 " +0
no tumors at 49 wk
32 wk 28 malignant + 2 benign
100% tumors (82% malignant)

22 wk 14

" 8
14
15
5
Kireeva, 1960


Binghaa and
Feasley, 1972
t>
ft
Binghan and
Barkley, 1976

Btngham et al. ,
1977a

*
-
Bingha», 1975
Horton et al. ,
1963
Gorskl, 1959

•
"
Gorski « Malchar,
1965









I

t-1
(Ji
CD
1










                                                                                                                          (cont'd)

-------
TABLE   VI-1.
                 CARCINOGEN 1CITY OF  ASPHALTS,  TARS,  AND PITCHES APPLIED TO TIIE SKIN (cont'd)


Material % Bap
Heavy tars from 0
Cheremkhovo coal'
" k 0.01%

Coal tar chromatographlc
fractions
Pre-BaP
H
BaP
M
post-BaP (combined
results)
Anthracene oil

" Pre-BaP 0

" other fractions
* from Western U.S. crudes - pooled 3
3 pooled from Western U.S. crudes -
c pooled saturates and aromatics from
d native, straight run, air blown
* from 4 crudes
' condensed from coal tar vaporized eL
9 sample same as Bingham et al., 1977b
sample same as for inhalation
benzene extract
J 20-34% phenols
27% phenols
Original
number of Concentration
Species animals vehicle Dosage Frequency Duration Number of akin tumors Reference
vice 174 3x/wk 6 moo 2 cancers + papillomas (high Grigor'ev,
(white) mortality) 1954
" 64 30% in benzene " "no tumors in 19 mo. (high Grigor'ev,
mortality) 1959


mice 20 16 wk 0
rabbits 5 "4 Berenblu* t
mice 20 " 10 Schoental, 1947
rabbits 5 "3
•lice 60 "5
rabbits 15 "8
mice 10 2x/wk 39 wk 1 tumor (high mortality) Domagallna,
1954 E
"21 " 28-41 wk 8 tumors out of 11 surviving 10
mice |
"25 " 16-45 wk 2 tumors (high mortality)
steam and 3 air-refined
not the same as a
3 steam refined Western U.S. crudes


250-275'F (121-135*0.
, and MacEwen, 1976 (inhalation)





-------
                            TABLE VJ-2.
                                             CARCINOGENICITY OF INJECTED ASPHALT AND. COAL TAR SAMPLES
          Material
                                                             Original   Number
Species  Route  Concentration/  Dosage  Frequency  Duration  Number of    of      Reference
                   Vehicle                                   Animals    Sarcomas
Asphalt from Western US crudes mice 1% in olive
pooled; 3 steam-refined (C57 black) sc oil
+3 «ir-refineda
Asphalt from Western US crudes " sc heated
pooled; 3 «ir-refinedb

Asphalt from Western US crudes " sc heated
pooled 3 steam-refined"


Steam-refined asphalt from " sc
California crudCj pooled
saturates and aromatica

2 x/wk 41 wk
0.2 ml then 1 x/wk 33M, 29F

200 mg single dose 25H, 25F
repeated
after 4 mo
200 mg single dose 25M, 25F
repeated after
3 mos, 9 days

0.5 ml single dose 20H, 27F



Simmers
8 et al..
1959
3 Simmers,
1965a

0


8 Simmers,
1966










1


o
1
                                                                  0.25 ml  every  other  8  in-     26M, 23F
                                                                             week   jections

                                                                   1 ml   less than ill in-    12M, 16F
                                                                           weekly   jections
Road asphalts from
4 crudes0
it


Coal tar fume condensate


rats
(Bethesda
black)
mice
(C57 black)
im
im


int

50% in 0.1 ml biweekly 6 doses 200
tricaprylin
50% in 0.2 ml biweekly 12 doses 120
tricaprylin

1:3 in olive 0.15 ml " 6 doses 100
oil
3
13 Hueper
Payne

50


and
, 1960



a Sample sane ai in Sinners, 1964
b Sample not the same as in Simmers, 1959
c Results combined from separate tests

-------
                               TABLE  VI-3,
                                                 CARClNOGENICITY OF INIIALED ASPHALT AND COAL TAR SAMPLES
Material
                                                                          * Original
Species      How tented       Concentration      Frequency     Duration     no. of
                                                                            animals
                                                                                                                 Tumors
                   " JAX-CAF
                                                                                                  75
                                                                                        carcinomas  *  30  lung  incl.
                                                                                        alveolargenlc carcinomas
                                                                                       10  skin  *•  6  lung
                                                                                                                                         Reference
Asphalt from Western
US crudes, pooled:
3 steam-refined
*3 air-refined"


Roofing asphalt
air blown, flash
point 392"F
Coal tar

Coal tar"



Coal tar*

", non-phenolic
fraction i
Coal tar9

ft

Coal tarh


mice
(C57 black)

ft


guinea pigs
rats (Bethesda
black)
guinea pigs
rats
mice
(C3H)


«


M
hamsters

»

rabbits
hamsters
rats
aerosol in
moist airb

smoke from
sample heated
at 250°FC
vaporized at
250-275'F

n

vaporized
at 800°C


t*


M
t tar- coated
(.coal dust
\
U n-dodecane
aerosol


30 min/day 16»i mo
5 days/wk

6-7>i hr/day 21 mo
5 days/wk

5 hr/day 2 yr
4 days/wk

ti n

0.30 mg/1 2 hr/day 35 wk
3 days/wk


0.20 mg/1 (9 wk) " 55 wk
then 0.12 mg/1

M « M
65 mg/m3 6 hr/day 14 mo
3 days/wk
r
\600 mg/m3
20 mg/m3 contlnoug 90 days


mice 1CR-CF-1
20


30


30
65

42
75
33



100


50
23


38
24
100
164
75
1 papillary adenoma


1 bronchial adenoma


no cancers of skin or lungs
n

It
M
5 squamous cell tumors (lung)
(1 carcinoma)

r4 adenocarclnoma
1 19 intrabronchial adenoma
l_10 squamous metaplasia
ill intrabronchial adenoma
1.2 equamous metaplasia
'lung (4 benign)
'skin (1 f ibrosarcoma)
(lung (4 malig., 2 benign)
'liver (2 malig., 4 benign)
some skin
no skin

10 skin incl. squamoua cell
Simmers,
1964

M


Hueper £
Payne,
1960
"

Morton
ct al.,
1963

Tye t
Stemmer ,
1967
M
Bingham
et_ al. , 1977b.
M

MacEwen,
1976


                                                                                                                                 ^cont'd.l

-------
                                  TABLE   VI-3.
                                                   CARCINOGENICITY OF  INHALED ASPHALT AMD COAL TAR SAMPLES  (Cont'd)
Materials
Coal tar + 20%BTXJ


Species How tested Concentration
nice

ft
1CR-CF-1 aerosol 10 mg/m3

JAX-CAF-1
Original
Frequency Duration .no. of
animals
Tumors Reference
Continuous 90 days 225 44 ok in * lung IncL alveolargenlc MacEwen,

carcinoma 1976
75 IB skin
hamsters
rabbits

Coal tar * 20%BTxl


rats
mice

H

1CR-CF-1 " 10 mg/m3

JAX-CAF-1
monkeys
rabbits

Tarry fumes from
combustion of
anodes of Al
electrolysis


Road dust from
tarred roads
(2% tar)
rats
mice


N


mice


C3H vaporized BaP content
at 400*C 1.4 Ug/1
(0.2-3.4)
A


dust cloud
(1-2 mg tar/day)
guinea pigs
rabbits
14
eo
6 hr/day 18 mos 75
5 days/wk (Incomplete)
1 skin




50 no skin tumors during "
14
10
80
continuous 11 mos 144


10 mos 99


4-6x/day 1 year 73
5 days/wk
22
4
1st 8 mos.


skin neoplasms Mestitzova,
1961

lung metaplasia of respiratory
epithelium (nodules at 5 no -*
neoplasms)
f39 skin cancers + 7 skin warts Campbell,
(45 lung tumors 1934
incomplete
Incomplete
                                                                                                                                                                cn
                                                                                                                                                                K)
* sample same as simmers, 1959
b inhalation only
c
  inhalation with exposure of skin and food
  not malignant
* 0.74% BaP» 4.5* phenols
* sample same as Morton, 1963
q 0.67% BaP; sample same as MacEwen, 1976 (without BTX)
  0.67% BaP/ sample same as Bingham  et al.f 1977b
  also tested at 10, 2, and 0.2 m
-------
                                   -  163 -
      Fogs  or fumes  for  inhalation may be produced by various procedures in-




 volving heating  to  a wide  range of temperatures which may influence the composi-




 tion of the  fumes.   The failure of inhaled materials to produce malignant tumors




 of  the  lung  may  be  related to lack of susceptibility of the test species under




 the specific conditions of exposure used, since coal tar samples known to be




 highly  carcinogenic to  the skin have not always produced lung tumors in in-




 halation studies, (Saffiotti,  1969).




      Injections  by  subcutaneous, intramuscular, or intraperitoneal routes




 are of  doubtful  significance because they do not represent a normal route of




 human exposure.  Tumors at injection sites have been attributed by some in-




 vestigators  (Hueper and Payne, 1960) to carcinogenic components of the samples




 but by  others  (Shubik e_t al., 1962) to physical effects which are unrelated




 to  the  composition  of the  material injected.




      All of  these factors  may modify the carcinogenic potential of the samples




 so  that accurate evaluation is difficult.  Comparison is further complicated




 by  use  of various species  and strains of animals differing in susceptibility




 and in  spontaneous  incidence of tumors.




      The extensive  surfaces paved with asphalt and tar and the processes




 used for their construction have been regarded (Hueper and Payne, I960;




 Hueper,  1963) as potential sources of air emissions and surface run-off




 water pollutants which  may be harmful to human, health, particularly as possible




 causes  of cancer.   The  composition of such potential environmental con-




 taminants under  conditions of use has been discussed in Chapter II.




      In an early study,  Campbell (1934) exposed mice, guinea pigs, and




 rabbits intermittently  to  clouds of a dust collected from tarred roads




 (Table VI-3).  The  dust, containing about 2% of "tar", produced malignant




skin  tumors in 45 to 70% of the surviving mice and an increased incidence




 (59 to 80%) of lung tumors, including some malignancies.  In spite of

-------
                                   - 164 -










 such early concern, few studies of bituminous materials  have been carried




 out in experimental animals.




 b.  Asphalt;




     Hueper and Payne (1960)  applied road asphalts derived from four




 American crudes (Venezuela,  Mississippi,  Oklahoma, and California) to




 mice by skin painting (Table VI-1)  and to mice and rats  by intramuscular




 injection (Table VI-2).   Skin application to a total  of  250 mice  produced




 only 2 carcinomas and 2  papillomas.  A petroleum roofing asphalt  likewise




 produced only 1 questionable carcinoma in 50 mice. Inhalation of fumes




 from this material produced  no lung  tumors in 65 rats (Table VI-3).  In a




 later study (Hueper,  1965),  no cancers were produced  in  mice by skin




 application of straight-run  petroleum  asphalt,  air-blown asphalt,  or




 natural Trinidad asphalt (Table VI-1).  The results indicated to  the




 authors that asphalts do contain  carcinogenic materials  but that  their




 potency may  be reduced by air-blowing  or by dilution  with natural  asphalts.




    A roofing  pitch (petroleum asphalt) tested by Bingham et al.  (1977a)




 produced no  skin tumors  in 50  mice when applied to the skin as  a  50% mix-




 ture  with toluene  (Table VI-1).




    Simmers  and co-workers investigated the carcinogenicity to  mice of a




 series  of  asphalt samples prepared from Western U.S.  crudes at  California




 refineries  (Simmers et al.,  1959; Simmers,  1964,  1965a,b,  1966).  Although




 dilution was sometimes necessary  to produce adequate  skin contact, some car-




 cinomas resulted from skin painting  (Table  VI-1)  of separate  or pooled samples




 of air- and steam-refined asphalts or of the pooled aromatic  and saturate




 fractions from  steam-refined asphalt, which were  believed to  retain all of




the potential carcinogenic agents.  The pooled  sample from air-blown and




steam-blown asphalts, which had produced skin cancer, caused  no respiratory




cancers when inhaled by mice (Table Vl-3), although other  changes in the

-------
                                  - 165 -
lungs were observed.




    Wallcave et al.   (1971) also studied the carcinogenicity of asphalt




samples. Eight road paving grade straight-run asphalts, not air-blown,




from U.S., South American, and Mid-East crudes produced only one carcinoma




and five papillomas when applied to the skin of a total of 218 mice (Table VI-1)




These asphalts were found to contain small amounts of most of 17 PAH  (some




carcinogenic) which were found in higher quantities in two coal tar pitch




samples which produced skin tumors in over 90% of treated Tnice (Table VI-1).




    A straight-run asphalt applied to the skin of mice by Bingham and




Feasley (1972) produced only one papilloma in 30 mice, while a thermal




asphalt produced seven malignant and four benign tumors in 30 mice.  In




contrast, coal tar pitch tested under the same conditions (50% in triacetin)




produced 27 malignancies in 30 mice (Table VI-1).




    Kireeva (1968) found that three straight-run asphalts (40% in benzene)




produced only five skin tumors in a total of 177 mice.  Under the same




conditions, two cracked asphalts produced a total of 13 skin tumors in




99 mice, while coal tar pitch produced 37 tumors (29 malignant) in 49 mice




(Table VI-1) .




c.  Tars and pitches derived from coal




    (1 )  Coal tar;




    The first example of experimental carcinogenesis was the production




of cancers at the site of painting of coal tar on the skin of rabbits




(Yamagiwa and Ichikawa, 1915, 1918) and mice (Tsutsui, 1918),  The early




isolation of the carcinogen BaP from coal tar pitch by Cook et: a_l.  (1933)




led to the association of BaP content with carcinogenic activity.  Although




this association is still widely assumed, it is clear that other compounds




contribute to the potency of coal tar.  Separation techniques used by

-------
                                   - 166 -
 Berenblum and Schoental  (.1947) produced several fractions which were free


 of BaP but were found to be carcinogenic to the skins of rabbits and mice

 (Table VI-1).


      •Biological studies often mention the use of "coal tar" without any

 description of source, physical properties, or chemical composition.  Con-


 fusion in the terminology applied to coal tars and pitches makes comparison


 of such studies difficult.  It is clear,  however,  that many "coal tar" and

 coal tar pitch samples are strongly carcinogenic,  producing malignant tumors


 of mouse skin in a large proportion of the test animals within a relatively


 short time.   This activity contrasts sharply with  the low incidence and long


 latent period of tumors from asphalt.


      Coke oven coal tar was found by Hueper and Payne (1960)  to be carcinogenic


 when applied to the skin of mice and rabbits (Table VI-1).   Fumes produced at


 250  to 275°P produced no tumors of the. skin or lungs when inhaled for two years


 by guinea pigs and rats (Table VI-3), but condensate from the fumes produced 26


 tumors (22 malignant)  when applied to the skin of  50 mice (Table VI-1).


      Horton  et_ al_.   (1963)  studied another coal tar sample,  obtained from an


 American  by-product coke oven,  which contained 0.74% BaP and produced 100%


 incidence of tumors (82% malignant)  within 16 weeks when applied to the skin


 of mice (Table VI-1).   Inhalation by mice for 35 weeks of an aerosol generated


 from this tar  at 800°C produced at least  one squamous-cell tumor of the lung


 (Table VI-3).   Similar inhalation techniques were  applied by Tye and Stemmer


 (1967)  to phenolic  and nonphenolic fractions from  this and another coal tar.
                  -»

 Incidence in the  lungs  and trachea of squamous metaplasia,  adenomas, and


 adenocarcinomas  appeared to be  related to combined exposure  to phenols and


 PAH  (Table VI-3).

    A  coal tar condensate,  from which only the low-boiling benzene-toluene-


xylene  (BTX) fraction had been  removed, contained  0.67%  BaP  and was found by

-------
                                   -  167 -









 Bingham (1975)  to produce  100% incidence of skin tumors in mice (Table VI-1).




 A comparison of the potencies to mouse  skin of this tar and its dilutions




 with the potencies of  the  same concentrations of BaP indicated that the




 carcinogenicity of this  tar  could  not be attributed entirely to its content




 of BaP.   Inhalation of aerosols produced from the same tar, with or without




 the B2X fractions, was studied extensively in various species by MacEwen




 (1976)  (Table VI-3).   Aerosol particle  sizes were determined.  Measurement




 of fluorescent  material  extracted  from  tissues was used as an indication of




 retention of inhaled PAH at  various  exposure levels.  Malignant skin tumors




 were produced in mice  and  rabbits, to a limited extent in ;rats, and not in




 hamsters.




      Inhalation by hamsters  of coal  dust coated with the same coal tar was




 found by Bingham e_t alV  (1977b)  to,induce a low incidence  •..   "




 of neoplasms  of the lungs  and skin (Table VI-3).  Simultaneous exposure to




 n-dodecane,  a known skin cocarcinogen (Horton et al., 1957), enhanced the




 incidence of  tumors, including benign and malignant neoplasms of the lung




 and liver.




      (2)  Heavy tars or  pitches;




      Some heavy tars or  pitches produced by the coking of coal contain large




 amounts  of phenols or  other  toxic  materials.  Thus Grigor'ev (1954, 1959)




 found that tars from Cheremkhovo coal caused high mortality which interfered




with possible development  of skin  tumors (Table VI-1).




     Gorski  (1959) reported  that soft pitch and hard pitch from Silesian




 coals produced  more papillomas when  applied to the skin of mice than did




 anthracene oil  or foundry pitch.   Deposits (70% tar) from the surface of




pitch cooler pipes rapidly produced  skin cancer in mice, while pitch cooler




emissions deposited on a snow surface produced some tumors with longer




survival  (Gorski and Malchar, 1965) (Table VT-1).

-------
                                   - 168 -









      (3)  Coal tar pitch:



      Wallcave et al.   (1971) reported that two roofing-grade coal tar pitches




 from coke oven production caused epidermal carcinomas and papillomas in over




 90%  of treated mice when applied topically (Table VI-1).  The content of 17




 PAH  and their alkyl derivatives was determined for these  pitches and for




 asphalt samples which had much lower PAH content and caused only a few tumors.




 Roofing coal tar pitch with a low BaP content was found by Bingham ejE al.




 (1977a) to produce a high incidence of tumors when applied to the




 skin of mice (Table VI-1).  Coal tar pitches for use as electrode binders




 likewise caused very high incidence of malignant skin tumors in mice (Bingham




 and Feasley, 1972;  Bingham and Barkley, 1976) (Table VI-1).




      Although electrode binders represent a major use for coal tar pitches,




 the biological effects of the emissions from production  and use of such




 electrodes have received little attention.   Mestitzova (.1961)  exposed mice




 to tarry fumes produced at 400°C from anode material (coke dust plus hard




 coal tar)  used for aluminum electrolysis.   Measurement of fluorescence




 indicated that PAH were readily eliminated from lungs and blood but tended to




 accumulate..in the lungs during continuous  exposure.   Skin neoplasms were




 produced as  well as metaplasia of the  respiratory epithelium (Table VT-3).




      The use of  coal tar pitch as a binder  for  coal briquettes has  also




 caused concern.  Kireeva  (1968) found that  a coal  tar pitch used for this




purpose produced 37 tumors  (29 malignant) when  applied to the skin  of 49




mice  (Table VT-1).  In order to reduce occupational and environmental ex-




posure to this hazard, it was suggested by Kireeva and Yanysheva  (1972)




that the pitch binder be replaced by straight run or cracked asphalts of low




carcinogenicity or that pitch containing briquettes be prebaked before use




as fuel,

-------
                                   - 169  -









    (4)   Coal tar medications;




      Pharmaceutical preparations containing coal tar and related tars have




 been described by Obermayer and Becker (1935).  Of these, liantral is a




 crude coal tar containing  all fractions boiling above 80°C  C176°F), from




 which solid carbon has been removed,  Liantral CBeiersdorf-Hamburg)  No. 429 B




 with a BaP content of 5 mg/g is used for preparation of the dermatological




 ointment Locacorten-Tar  (Ciba-Geigy brand of  flumethasone pivalate) which




 contains 1.5% tar in a lanolin base, resulting in a BaP content of 0.23 mg/g.




 This ointment was applied  to the skin of  18 hybrid mice five times per week




 for  1.5 months,  then three times per week for 10.5 months for a total of 186




 doses containing 4.3 mg BaP within one year.  Papillomas, starting at 4




 nionths,  developed in 16 mice, with malignant tumors in 13 mice (Linnik, 1970;




 Shabad e_t  al., 1970).




      Another crude coal tar preparation,  pix lithanthracis, produced car-




 cinomas  of the skin in 54% of a group of  100 female NMRI mice when applied




 to the  skin as a 5% solution in dimethylsulfoxide.  Application of two drops




 three times per week was reduced to one drop once weekly after four weeks




 because  of toxicity; treatments continued, for two years.  No papillomas or




 squamous cell  carcinomas were produced following similar treatment with a




 new  synthetic  tar mixture  prepared from very pure coal tar fractions (aromatic




 hydrocarbon, oxygen, nitrogen, and sulfur compounds), omitting all known car-




 cinogenic  and  photodynamically active compounds.   The synthetic material was




 as effective therapeutically as the usual coal tar preparation CHilfrich and




 Mohr, 1972).




     Although  coal tar was  not included,   several other tar-containing skin




medications commercially available in Japan were found by Hirohata et'al.




 (1973) to  contain  BaP and  other PAH and to cause -cancer when applied to the




 skin of female CF#1 mice three times per  week for up to 630 days.

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                                   - 170 -
       (5)  Other coal-derived tars;




      Although coal tar distillates which do not include pitch are not




 included in the scope of this report, it should be mentioned that some




 such products may contain carcinogens or components which modify car-




 cinogenic activity.  Domagalina (1954) studied anthracene oil con-




 taining chromatographic fractions free of BaP which were highly carcino-




 genic to the skin of mice (Table VI-1)..  Sail and Shear (1940)  and Cabot




 et al. (1940)  found that fractions of creosote oil could accelerate




 (basic fraction)  or retard (phenolic fraction)  the carcinogenic action




 of BaP.




    As  alternative methods of fossil  fuel utilization are developed, the




carcinogenic potential of tars produced by other coal conversion processes




should  not be overlooked  (Koppenaal and Manahan, 1976).  Studies of the




carcinogenic!ty of such materials have been reviewed  (TRW Systems and Energy,




1976; Hueper, 1963  Weil and Condra  (1960) found that some materials, such




as pasting oil, from a pilot plant for a coal hydrogenation process were




highly  carcinogenic to the skin of mice.  The experimental studies of these




samples were correlated with observations of the health of workers exposed




to the  same materials in the pilot plant  (Sexton, 1960a,b).

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                                  - 171 -









B. . Effects on other animals




     In spite of the widespread use of asphalt and coal tar pitch in paving,




roofing, and underwater coating materials, which offer great opportunity for




environmental contamination, their biological effects on species other than




laboratory and domestic mammals and birds have received almost no attention.




     1.  Fish;




     Khosa and Chandrasekhar (1972)  searched for an inexpensive material




to increase fish production by bringing about more rapid development of fish



eggs.  They found that 50 yg of asphalt in saline injected intramuscularly




once weekly for 3 months enhanced maturation of ova and increased vitello-




genesis in the teleostean fishes Clarias batrachus and Ophicephalus punctatus.




The increased ovarian activity showed a correlation with changes in the fuch-




sinophil content of the neurons of the preoptic nuclei.  Environmental ex-




posure to asphalt was not considered in the study.




    2.  Invertebrates;




    A freshwater zooplanktonic copepod, Heliodiaptomus viduus, was used by




Ghosh £t al.  (1974) to evaluate the acute toxicity of the combined effluent




of a coal tar mill manufacturing tar and bituminous emulsions.  Toxic effects




were noted at tar waste concentrations of 0.05% or greater, with 50% mortality




at a concentration of 0.243%.  It was concluded that the effluent requires




adequate treatment or high dilution before discharge.




C.  Effects on vegetation-;




     Damage to vegetation exposed to bituminous emissions has been  studied




only in areas surrounding European mixing plants  for bituminous  (asphaltic)




road-building materials.  Both Knosel  and Rademacher  (1964)  and Kronberger




and Halbwachs  (1975) found that the vapor and  aerosol  from  the  actual bitumen

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                                    -  172  -
 were not harmful to vegetation near the installations.



      Kronberger and Halbwachs (19751 investigated the amount of bitumen



 condensate that would have to be deposited on vegetation to produce



 harmful effects.  Damage to sensitive plants resulted only at experimental


        ^             O
 levels =3.2 mg/100 cm  of plant surface.  Since the maximum level of bitumen



 vapor condensate detected in the field near 21 Austrian hot-mix asphalt



 plants was only 0.4-2.0 mg/100 cm^, it was believed that the level of emis-



 sions was too small to cause damage to vegetation near the asphalt plants.



 Damage actually detected in forests and other vegetation was attributed to



 SQ2t 'dust,  and soot rather than to the asphaltic bitumen vapors.   It was



 also suggested that dust might protect the plant surfaces.



      Knosel   and Rademacher (1964) likewise found that vegetation near mixing



 plants  for bituminous  road-building materials was not damaged by  the vapors



 and aerosol from the bitumen.   In rare cases, sensitive woody plants



 exposed to  the dust and smoke  of the drying drum developed some leaf



 discoloration and necrosis.  Field crops and vegetables were not  noticeably



 damaged.



     When vapors  of tar components  were tested on potato  leaves,  phenazine,



 xanthene, and 2-methylanthracene  were  found to be phytotoxic.   Acridine,



 anthracene,  fluoranthene, 9-methylanthracene and 9,10-dihydroanthracene were



 phytotoxic only in  the presence of  sunlight.   Acenaphthene,  carbazole,  chrysene,



 fluorene, naphthalene and phenanthrene  were  nontoxic.   Treating the  leaves



 with certain  antioxidants  (Ziram, Maneb, Dithane M45)  eliminated  damage by  the



 tar vapors  (Halbwachs and Hlawatsch, 1968).



 D.  Effects on microorganisms;



     The degradation of bitumens, asphaltic  crude oils,  and PAH by micro-



organisms in soil and water is briefly  discussed in Chapter II.

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                                  - 173 -
    Mutagenesis;  The Ames test of mutagenicity to Salmonella typhimurium




 (Ames et al./ 1973) has been utilized to assess the mutagenic potential of




some coal tar fractions.  Interest in the Ames procedure as a screening




test for carcinogenicity is a result of the correlation observed for many




materials between mutagenic activity in this test and carcinogenic activity




in biological tests using mammals.  Wallcave (1975) reported that a small




number of mutations occurred with eight chromatographic fractions from coal




tar, and that the mutation rate was increased by microsomal activation.




Because the total number of mutations produced by polynuclear aromatic




hydrocarbons is small compared with the number produced by other classes




of compounds such as aromatic amines, Wallcave doubted the- '.adequacy of the




S. typhimurium strains for assay of polycyclic hydrocarbons.




E.  In vitro studies




    Photosensitization of cells by coal tar was studied in Hep-2 cells




from human laryngeal carcinoma.  At least 1 1/2 hr of contact was required




for photosensitization.  Firmness of bonding between coal tar and cells




increased with length of exposure (Freeman, 1970).

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                                  - 174 -
                         VII. REGULATIONS AND STANDARDS








 A.   Current Regulations




      Several government agencies have established regulations concerning




 asphalt and coal tar, as set forth in the Code of Federal Regulations  (CFR) .




      1.  Environmental Protection Agency




      40 CFR 60.11 specifies that new asphalt concrete plants  must  limit  particu-




 late emissions to less than 90  mg/dscm (milligrams per dry standard cubic




 meter)  and less than 20 percent opacity (U.S.  Environmental Protection Agency,




 1974) .




      40 CFR 443 establishes effluent limitations  for pH,  oil  and grease, BOD 5,




 and  total suspended solids  at new and existing paving and roofing  materials




 (tars and asphalts)  point source subcategories: asphalt emulsions,  asphalt




 cement,  asphalt roofing, and linoleum and printed asphalt felt  (U.S. Environ-




 mental  Protection Agency, 1975b).




     2.   Department of Transportation




     The  Department of Transportation has recognized several  names  for asphalt,




 including "asphalt,"  "road  asphalt,"  "cutback  asphalt," and "liquid road tar."




     49  CFR 173.115  sets down the  definitions  of  flammable, combustible  and




pyrophoric  liquids.  Materials having flash points  of 38°C  (100°F)  or below




are classified  as  flammable  liquids,  while materials having flash points be-




tween 38°C  (100°F) and  93°C  (200°F) are classified  as  combustible liquids.




In general, all grades  of rapid-curing asphalts are  considered flammable




liquids; most grades of medium-  and slow-curing asphalts  are  combustible




liquids.  Details on labelling and packaging requirements are specified by law




 (U.S. Department of Transportation, 1975a).

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                                  - 175  -
     49 CFR 173.131 (a) (2) provides for continued use of nonspecification




cargo tanks equivalent in design to the MC 306 (49 CFR 173.340,  341)  required




by law for transporting flammable liquids (U.S.  Department of Transportation,




1975b).




      3.   Occupational Health Legislation in Various Countries




      Of  fourteen industrial nations  surveyed, only five had  legislation on




 the manufacture and use of individual  carcinogens.  Of these five - Ireland,




 Japan, the United Kingdom,  the  United  States  and  the  USSR -  all except the




 United States  also have legislation  forbidding the manufacture or importation




 of specific individual carcinogens  (Montesano and Tomatis, 1977).  Whether




 or not specific carcinogens are recognized and regulated  by  law, many countries




 nonetheless have workmen's compensation acts  for  occupationally induced cancers




 (Table VTI-1).   There is  no national policy in the United States for awarding




 compensation to victims of occupational cancer, although  individual states




 may allow compensation for work-related disease - which may  or may not include




 cancer.   It is  estimated  that less  than five  percent  of all  workmen's compen-




 sation awarded  is for occupational disease claims (Oil, Chemical and Atomic




 Workers  International Union,  1977).




      Standards  on asphalt and pitch:   Because of  its  suspected carcinogenicity,




 use of pitch as a paving  material was  prohibited  in the USSR in 1950  (Gorbov




 and Fomenko, 1962).   Usage patterns  in other  nations  appear  to be economically




 motivated.   No  regulations limiting  use of asphalt were found.




      4.   Department of Labor, Occupational Safety and Health Administration  (OSHA)




 a.    Coal_Ta.r_Pitch_ Volatile  Standard




      Table  Z-l  of 29  CFR  1910.1000 specifies  that the eight-hour time-weighted




 average  for exposure  to "coal tar pitch volatiles (benzene soluble fraction—




 anthracene,  BaP,  phenanthrene,  acridine,  chryserie7 pyrene)"  shall not exceed





 0.2  mg/m .   This standard does  not  apply to coke  oven emissions.

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                                -  176 -
 TABLE VII-1.
SOME RECOGNIZED OCCUPATIONAL CANCERS  FOR WHICH COMPENSATION
           IS GIVEN IN VARIOUS  COUNTRIES
                     PAH
                    Skin
 Country
                      BENZENE

                   Hematopoietic

                      System
AROMATIC AMINES*
    Bladder
Australia            +

Belgium              +

Federal Republic     +                +                     +**
 of Germany

France               +                +                     +

German Democratic
 Republic                                                   +**

Ireland              +

Italy                +                +                     +

Japan                +

Switzerland          +

United Kingdom       +                                      +**

*a-and jj-naphthylamine,  benzidine, 4-aminodiphenyl

** Includes cancer of the urinary tract

Source:  Montesano and Tomatis, 1977

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                                 - 177 -
 The  interpretation of the  coal tar pitch volatile (CTPV) standard




 (29  CFR 1910.1002) reads as follows:




      "..coal  tar pitch volatiles include the fused polycyclic hydrocarbons




      which  volatilize from the distillation residues of coal, petroleum,




      wood or  other organic matter."   (U.S. Department of Labor, 1972, 1977)




 Ihe  justification for including volatiles from distillation residues of




 coal, petroleum, etc. is given as follows:




      "Since all of these volatiles have the same basic chemical composition




      and since all of them present the same basic dangers to a person's




      health,  the standard  prescribed by [1910.1000]  is applied to the use




      of all of them."  (U.S. Department of Labor, 1972)




      Coke oven emissions:  29 CFR 1910.1029 sets the permissible exposure




 limit at 0.15 mg/m^ for coke oven emissions, defined as the benzene soluble




 fraction of total particulate matter  (BSFTPM)  present during the destructive




 distillation  or carbonization of coal.  The Occupational Safety and Health




 Administration considers the BSFTPM to be the same substance as the benzene




 soluble fraction of coal tar pitch volatiles, at least those volatiles resulting




 from  coke production (U.S. Department of Labor, 1976).  The proposed and final




 standards for exposure to  coke oven emissions discuss alternative approaches




 to standards  designed to regulate complex mixtures of particulates, vapors




 and gases (U.S. Department of Labor, 1975, 1976).  For this reason, the




 information compiled for the coke oven standards should be reviewed before




 the final technical standard for coal tar pitch volatiles is promulgated.




b.  Coal Tar Pitch Volatile Standard Contested







    On at least two occasions, OSHA has attempted to apply the CTPV standard




 to asphalt fumes, in accordance with 29 CFR 1910.1002 - "Ccal tar pitch

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                                     - 178 -
 volatiles:  interpretation of term."

      Samples of asphalt emissions  at  two roofing manufacturing companies had

 benzene soluble fractions  in excess of  0.2 mg/m3, as well as detectable amounts

 of BaPi  The benzene soluble fractions  ranged from 0.4 mg/m3 to 5.4 mg/m3; the

 BaP concentrations  ranged  from 0.06 Mg/m3 to 0.6 yg/m3.  Citations by OSHA were

 successfully contested  before  the Occupational Safety and Health Review Commission

 (OSHRC)  by the  Celotex  Corporation, Cincinnati, Ohio  (OSHRC Docket No. 15030)1-

 and Bird and Son, Inc.,  Perth  Amboy,  New Jersey  (OSHRC Docket No. 15553)2,

 Thus  there is currently no  legal limit  on asphalt fume exposure in the

 workplace.

      5.  Department of  Health,  Education, and Welfare, National Institute for

       '  Occupational Safety and Health (NIOSH)

 a.    Criteria Document  :  Asphalt

      NIOSH has prepared a criteria document on asphalt fumes, recommending that

 the level  to  which  any worker  can be  exposed should not exceed five milligrams

 total airborne particulates per cubic meter of air, determined during any fif-

 teen  minute  period.  (U.S. National  Institute for Occupational Safety and Health,

 1977 a).

b.   Criteria Document;   Coal Tar Products

     NIOSH has concluded that coal tar, coal tar pitch, creosote and any

mixture of these represent a carcinogenic hazard and has recommended that the

permissible exposure  limit be  the lowest concentration that can be reliably

detected by current methods.  Thus, no worker should be exposed to any of the

coal tar products listed above, or mixture of these,  in excess of 0.1 milligram
 Personal Communication, Janie Brown, U.S. National Institute for Occupa-
 tional Safety and Health, Cincinnati, Ohio.

2Personal Communication, Richard Niemeier, U.S. National Institute for
 Occupational Safety and Health, Cincinnati, Ohio.

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                                     -  179  -
of the cyclohexane extractable fraction  per cubic meter of air, determined as




a time-weighted average for up to a ten hour shift in a forty hour work week




(U.S. National Institute for Occupational Safety and Health, 1977b).




c.    Registry of  Toxic Effects of Chemical Substances




      The Registry of  Toxic Effects of Chemical Substances  (formerly the Toxic




Substances List)  is prepared by NIOSH in compliance with requirements of Section




20  (a)  (6) of the Occupational Safety and Health Act of 1970, Public Law 91-596.




There are entries for "asphalt" and "asphalt  (cut back}," but none for "coal




tar pitch" or "pitch."  The entry for "coal tar, aerosol" refers to the benzene




soluble  fraction  and  includes the OSHA standard of 0.2 mg/m3, although the term




CTPy  is  not mentioned (U.S. National Institute of Occupational Safety and




Health,  1976)-




B.    Consensus and Similiar Standards




      1.   National Safety Council  (NSC)




      The NSC  considers asphalt a "substantially nontoxic" substance capable




of causing dermatitis in certain individuals.  It recommends that protective




equipment (gloves, goggles) be worn and "personal cleanliness" be practiced




by individuals working with asphalt.  Skin contact with asphalt and its fumes




should be avoided.  The solvent vapor concentration of cutback asphalts should




be kept  below the threshold limit value (National Safety Council, 1965).




      For pitch and tar, NSC states that although these materials are known to




be producers  of skin  cancer, high incidences of skin cancer related to exposure




have  not been reported, in spite of extensive investigations (National Safety




Council,  1974).   No   recommendations for use are given.




      2.  American Conference of Governmental Industrial Hygienists (ACGIH)




      Threshold limit  values of 5 mg/m3 for asphalt (petroleum) fumes and 0.2




mg/m3 for coal tar pitch volatiles (benzene soluble fraction) have been es-




tablished by ACGIH C1971).  These values are not legally binding.

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                                   - 180 -
                          VIII.   TECHNICAL SUMMARY









      Asphalt and coal tar pitch are widely used, durable, cementitious,




 thermoplastic,  water-resistant, bituminous materials.  To enhance their




 durability and  versatility,  both are used with a variety of materials,




 including gilsonite,  asbestos,  epoxy resins, rubber, polyvinyl chloride,




 mineral  aggregates, petroleum coke, coal,  creosote, and carbon black.




 Although technological applications have changed,  the basic uses of as-




 phalt and pitch as binders,  saturants,  and weatherproof coatings have




 persisted for centuries.




      Because asphalt  and  pitch  differ markedly in many important respects,




 they  must be discussed and evaluated as two distinct  potential environ-




 mental contaminants.




 Asphalt




      Petroleum  asphalt is  the uncracked residue from the fractional distil-




 lation of  crude oil.   Natural deposits  of  asphaltic materials, occurring




 world-wide, make up one to five percent of all asphalt consumed in the




 United States.  Gilsonite is the most commonly used native asphalt.




     Commercial grades of asphalt are prepared to meet standard specifications




 based on several physical properties, including softening point and viscosity.




 Base stocks of asphalt can be formulated from an uncracked distillation residue




 (straight-run asphalt), a residue of propane or butane deasphalting, or an air




blown asphalt (a stock through which air is forced at a temperature

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                                   - 181 -
from 200 to 280°C).  Liquid  (cutback) asphalts are prepared by diluting base




stocks with solvents such as gasoline, naphtha, kerosine, or heavy diesel




fuel.  Emulsions of asphalt and water are versatile, require less equipment




for use than cutbacks, and eliminate exposure to petroleum solvents.




     Since 1970 annual asphalt sales in the United States have averaged 31




million tons.  Seventy-eight percent of the asphalt is used in paving, 17% in




roofing, and 5% in miscellaneous applications (including dam linings, soil




stabilizers and electrical insulation).




     Although plants manufacturing paving and roofing materials have  generally




been considered a nuisance because of odor and dense haze, their emissions




have not been well characterized.  Emissions from such plants and from asphalt




air blowing processes include entrained asphalt droplets, carbon dioxide,




carbon monoxide, sulfur oxides, nitrogen oxides, aldehydes, hydrogen sulfide,




traces of vanadium, nickel, cadmium and lead, as well as  a variety of hy-




drocarbons.  The large quantities of particulates emitted may contain up to




0.002% polynuclear aromatic hydrocarbons (PAH), including several carcinogens.




     Ninety-nine percent control of the emissions is possible using currently




available thermal afterburners (fume incinerators) that retain the effluent




gas for 0.5 seconds at more than 816°C.  The exhaust gas from the afterburner




can pass first through an oil-water gravity separator and then to a wet




scrubbing unit.  The oil can be recovered from the gravity separator.




     Water pollutants from the manufacture of asphalt materials have re-




ceived little attention.  Water from scrubbing units used as the sole emission




control device at hot-mix plants can contain clay and mineral particles,




sulfuric acid, oil, gasoline, and asphalt.

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                                   - 182 -
      Installation of paving and roofing materials  may  be  a  localized source of




 air pollution.   Emissions from roofing operations  can  be  greatly reduced by




 maintaining the asphalt kettle temperature evenly  below 216°C.  Evaporation




 of low-boiling  hydrocarbon solvents  from cutback asphalts contributes as




 much as four percent of atmospheric  hydrocarbon pollution in the U.S.  Such




 emissions can be entirely eliminated by the use of aqueous  emulsions.




      There are  1.7 million miles of  asphalt covered roads in the United




 States.   It has been estimated that  there are six  billion tons of asphalt




 covering roads, parking lots,  runways  and playgrounds.  These surfaces are




 subject to biological,  chemical and  physical degradation.   Bituminous




 (asphalt and pitch)  highways may be  a  minor source of  polycyclic aromatic,




 heterocyclic, and metallic substances,  possibly toxic  or  carcinogenic, in air,




 waterways  and sediments.




     Limited animal  skin  painting and  inhalation studies  suggest that asphalt




may be weakly carcinogenic.  No studies on its mutagenic  or teratogenic




potential  have  been  reported.   Studies  of exposure  of plants, fish or other




organisms  to asphalt are  inadequate but have indicated no harmful effects.




Some microorganisms  are capable of degrading asphalt»




     Few human  exposure studies  are available.   Mixed exposures to asphalt




and the more biologically potent coal  tar pitch have been common in paving,




roofing and weatherproofing operations.   It  is therefore difficult to de-




termine whether workers are at  risk from  the asphalt.  A few incidents of




contact dermatitis and respiratory irritation may have occurred; however,




it is generally agreed that asphalt is a  relatively safe material to workers




under proper working conditions.

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                                  - 183 -
     The Environmental Protection Agency specifies that new asphalt hot-mix




plants must limit particulate emissions to less than 90 mg per dry standard




cubic meter and less than 20% opacity.  Effluent guidelines for new and ex-




isting paving and roofing point sources (using tars and asphalts)  regulate




levels of oil, grease and total suspended solids.  The recommended standard




for occupational exposure to asphalt fumes is 5 mg airborne particulates/ m^




(U.S. National Institute for Occupational Health, 1977a).   Although the




Occupational Safety and Health Administration standard on "coal tar pitch




volatiles" has been interpreted to include asphalt, the standard has not




been successfully enforced.




Coal Tar Pitch




     Crude coal tar is a highly cracked product evolved during carbonization




of coal.  All coal tar pitch commercially available in the U.S. is the residue




of distillation of by-product coke oven tar.




     The amount of pitch produced annually has declined from 2,004,000 tons




in 1965 to 1,227,000 tons in 1976.  About 62% of the pitch is used as a




binder or impregnant in carbon and graphite products.  The largest single




carbon product market is for carbon anodes used in primary aluminum manufacture.




About 17% of the pitch produced is burned as an open-hearth furnace fuel.




Pitch (7%)  is used for the manufacture of "tar" saturated roofing felt, as well




as cements used in the built-up roofing process on large,  relatively low slope




commercial roofs.  A stable market for pitch (10,000 tons annually) has been its




use as a binder in "clay pigeons" for skeet shooting.  Pitch bonded and pitch




impregnated refractory brick used to line basic oxygen furnaces, blast furnaces




and foundry cupolas represent a steadily growing market.

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                                     -  184  -
     Pitch  can undergo the same basic processing as does asphalt, namely




 air blowing, dilution with coal tar solvents, or emulsification with water.




 Air pollution control measures used for asphalt fumes can also be used to




 contain emissions from pitch.  Emissions from manufacturing processes using




 pitch have  not been thoroughly investigated.  Large amounts of pitch dust




 may be present as well as pitch volatiles.  Large amounts of volatiles are




 emitted during prebaking and graphitizing of pitch-containing carbon pro-




 ducts such  as electrodes.  Emissions during use are higher for self-burn-




 ing (Soderberg) electrodes than for those that have been prebaked or graphi-




 tized before use.  Pitch fumes usually contain, in addition to many other




 compounds,  carbazole, phenanthrene, anthracene, acridine, pyrene, and benzo(a)




pyrene.  Pitch volatiles or coal tar volatiles can contain zinc, lead,




vanadium,  cadmium, nickel, copper and chromium.




      Workers exposed to pitch and sunlight often develop moderate to severe




 acute  phototoxic reactions  of the skin.   Effects of prolonged exposure  to




 pitch  and sunlight  have  not been  studied.   Chronic  exposure  of the eyes  to




 pitch  may lead to permanent changes.




     Studies of  human populations exposed to pitch  and  coal  tar confirm  that




 these  materials  are skin carcinogens  (U.S.  National Institute for Occupational




 Safety and  Health,  1977b).   Because fumes and particulates are inhaled during




 exposure, increased incidence of  lung  cancer has been suspected,  although




 highly significant  elevations have not been found in the limited epidemiological




 studies reported.   In workers exposed  to  pitch but  not  to other fractions of




 coal tar, there may be an increased risk  of mortality from cancer of the buccal




 cavity, larynx, pharynx, esophagus, stomach,  and possibly bladder.   In complex




 exposures such as coke ovens,  gas works,  and tar distilleries,  the  contribution

-------
                                - 185 -
 of pitch  to  the  observed  increased cancer risk is uncertain.  Even in less


 complex exposures,  the  importance of multiple factors in cancer production


 makes  it  difficult  to evaluate the contribution of coal tar pitch to car-


 cinogenic potency.


     Although  coal  tar  is generally known to contain carcinogenic PAH such


 as  BaP and to  produce skin cancer in experimental animals/ medications


 based  on  crude coal tar have been widely used for the prolonged treatment


 of chronic skin  diseases  such as psoriasis and eczema.  Few, if any, cases


 of  human  cancer  following such use have been documented, and few studies
                                                           o

'have been performed in  experimental animals.  The limited evidence available


 indicates that such medications do contain carcinogenic PAH including BaP


 and do cause cancer in  treated animals.


     Some components of pitch fumes are toxic to vegetation in the presence


 of  sunlight.   The use of pitch to waterproof timber and water pipes may


 result in the  gradual solubilization of potentially carcinogenic polynuclear


 aromatic hydrocarbons or other toxic substances.


     Some attempt has been made to control worker exposure to emissions


 from coal tar  pitch.  The present "coal tar pitch volatile" standard


 (U.S.  Department of Labor, 1977) specifies that worker exposure to air-


borne  concentrations of pitch volatiles (benzene soluble fraction) shall


not exceed 0.2 mg/m^ averaged over an eight-hour work shift.  The final


 technical standard, when promulgated by the Department of Labor, will


delineate requirements  for worker education, medical surveillance, personal


hygiene measures, and protective equipment (including respirators) as


well as accident, spill, fire and disposal procedures for any substance


defined under  the standard.  The current interpretation of the coal tar


pitch  volatile standard covers volatiles from distillation residues not

-------
                                   - 186 -
 only  of coal, but also  of  other  organic materials  including petroleum  (i.e.,




 asphalt).  Because coal  tar pitch volatiles  are  considered  carcinogenic the




 National Institute for  Occupational  Safety  and  Health  (1977b) has recommended




 a standard for  occupational exposure to coal tar products, including coal tar




 pitch,  of  0.1 mg  cyclohexane solubles per cubic meter of air  (the lowest de-




tectable limits).





      Examination  of the literature indicates that  the biological effects of




 asphalt are probably limited.  Large quantities, however,  are processed  and




 the major  uses  are in roofing and paving products  that are permanently exposed




 to slow degradation in  the  environment.  Coal tar  pitch, on the other hand,




 produces acute  effects  in a large proportion of exposed workers as well as an




 increased  risk  of cancer of several  sites after prolonged exposure.  The




 major uses  of pitch involve occupational exposure, where workers can be pro-




 tected  and  emissions  can be controlled, rather than environmental exposure.

-------
                                   -  187  -
                  IX.  CONCLUSIONS AND RECOMMENDATIONS









     Although asphalt and coal tar pitch are similar in certain physical




properties characteristic of bitumens, examination of the literature in-




dicates that they differ markedly in origin, composition, major uses, and




severity of biological effects.  Therefore the two materials should be




handled separately in risk evaluation and in regulation of occupational ex-




posure and of emissions to the environment.




     Although asphalt appears to be less harmful to humans and animals than




is coal tar pitch, the major uses of asphalt are in large surfaces permanently




exposed to weathering processes.  The acute and prolonged effects of coal tar




pitch are more severe and may affect a large proportion of exposed workers.




If industrial emissions from pitch are controlled and use of pitch in exposed




surfaces is severely restricted, however, the overall contribution of coal tar




pitch to environmental pollution may be less than that of asphalt.









     This report is limited to consideration of petroleum asphalt and coal




tar pitch.  However, certain related materials may present similar hazards




and should be evaluated separately.  Such materials include the distillate




fractions from crude coal tar and also the tarry residues produced from




other fossil fuel conversion processes.




     There is reason to believe that the high boiling distillate fractions




of coal tar, such as creosote oil and anthracene oil, contain significant




amounts of carcinogenic PAH and have caused human and experimental cancers




when used, for instance, as lubricant oils in the metal-working industry.




     As petroleum and asphalt supplies become insufficient for present and




future requirements, coal and oil shale conversion processes will probably

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                                   -  188 -
 increase, producing  large quantities of tarry residues.  Disposal of these




 materials may present a significant problem.  It will be tempting to use




 such tars to replace asphalt as bitumens for paving and roofing, which would




 result in large-scale exposure and environmental pollution.  These tars re-




 sulting from high temperature pyrolysis can be expected to be at least as




 hazardous as coal tars obtained from present coking operations.  Therefore




 it is important that investigations   should  be conducted early enough to




 ensure proper design of equipment and adequate protection of workers, the




 public, and the environment.








      Evaluation of the environmental and occupational hazards of asphalts and




 tars is complicated by major inconsistencies in the terminology used by




 producers,  purchasers,  users,  epidemiologists, physicians,  and experimental




 scientists.   "Asphalt;"  as used here,  refers to native asphalt or to the




 distillation residue (petroleum asphalt),  essentially uncracked, from straight-




, run processing  of petroleum.  This product is distinguished from severely




 cracked petroleum residues such as petroleum pitch.   "Coal  tar pitch" is here




 defined as  the  residual product remaining  after distillation or stripping of




 crude  coal  tar  (a cracked  material)  formed during the coking of coal.  Both




 the origin  and  the composition of "asphalt" are thus  distinct from those of




 "pitch."




     For the purpose  of this report, terms  such as  tar,  coal tar,  coal tar




pitch volatiles,  and  PPOM  (polycyclic particulate organic matter)  are used




with caution.  Clear  and consistent definitions  of  terms for general use are




needed.  Published reports of  all original  studies  should include  specific

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                                   -  189 -
 descriptions  of  the materials investigated so that comparisons with other
 studies  can be made.
     Although a  number of methods for sampling, analysis, and monitoring of
 bituminous materials have been developed, few are well standardized or suited
 for routine use.   In particular, sampling devices should be improved, with
 special  attention  to development of filters or other samplers that collect all
 of the chemical  substances and particle sizes under investigation.  Procedures
 for the  determination of a greater number of individual PAH should be standard-
 ized so  that  a variety of potentially hazardous materials can be monitored in-
 stead of only BaP.  Because of the health hazard of benzene, a safer solvent
 should be selected for use in standard analytical procedures.
  /

     Although effective devices exist for the control of emissions from the
 production and processing of asphalt and pitch and for some uses, they are not
 always utilized.  More data are needed on the actual levels of pollutants now
 being emitted.  There is a need for more energy-effective control devices and
 for control of emissions during exposed uses such as roofing.  Incentives for
 adequate control of harmful emission are also needed.
     Although isethods do exist for sampling and analysis of total particulates,
benzene  solubles, and individual polynuclear aromatic compounds, no satisfactory
 relationship  has been established between the levels of the measured materials
 and the  degree of hazard from exposure to the asphalt or coal tar pitch sampled.


     A few experimental studies have investigated the composition and biological
effects  of asphalts and of coal tars.  Such studies have indicated the rela-
tively low hazard of asphalt and the significant phototoxicity and carcino-
genic! ty of coal tar pitches.  Although the effects of the two groups of materials

-------
                                   - 190 -
 are different, their physical properties are so similar that their uses over-




 lap.  Thus it is difficult to find human exposures to asphalt without simul-




 taneous exposure to mixtures containing bituminous materials derived from coal




 tar or from petroleum cracking operations, either of which are more hazardous




 than asphalt.  The problem of identifying asphalt as an entity distinct from




 coal tar has been investigated by the U.S. National Institute for Occupational




 Safety and Health (1977a)  for the case of asphalt fumes.   However, the only way




 that workers or the public can profit from this distinction is by limiting or




 excluding the use of coal tar in combination with asphalt, and at the same time




 finding safe uses for the coal tar pitch.




      The most serious hazard to human health from these bituminous materials




 appears to be the carcinogenic potential of PAH present in the materials or




 in the work environment during processing, application, and end use.   While




 the nature of the carcinogens is similar in asphalt and in pitch,  the con-




 centrations are much greater in coal tar pitch  and other  cracked residues




 than in the relatively uncracked asphalt.   Studies of correlation  of bio-




 logical effects with chemical composition  and processing  history of specific




 samples would provide helpful information.




     Measurable indexes  of pollution such  as benzene  solubles,  total  particu-




 lates,  or  respirable particulates which  have been used or considered as  stand-




 ards for limitation  of exposure  are  associated  with widely different  levels of




 PAH  in  asphalt and in  pitch.   The proportion of carcinogen in  the  total  PAH




 may  also differ.  The  possible  cocarcinogenic effects  of  other components of




 asphalt and pitch may  also vary  widely.  Little information is  available  about




 these multiple factors and their possible  relationship in asphalt  and in pitch.




 Until such information has been  obtained and verified  in  well  designed experi-




ments, valid standards for safe  levels of exposure  cannot be established.

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                                   - 191 -
      To permit  comparison and evaluation of experimental studies, the nature




of  the material being tested should be specified clearly.  Where possible,




exposure  to asphalt and to pitch should be studied separately.   Routes of




exposure  should be similar to those found in humans.  Inhalation studies are




particularly needed.  Skin exposures to samples in various physical states




should be conducted to determine whether, as has been claimed,  pitch dust is




more  hazardous  than liquid or pelleted forms.  Samples of benzene solubles,




total particulates, or other materials which may be considered as the basis




of  standards should be tested to determine whether their biological effects




actually  correspond to their assigned level of hazard.  In addition to being




tested for carcinogenicity, these complex materials should also be tested as




possible  cocarcinogens or inhibitors of carcinogenesis.  Because asphalt




and pitch are often used in combination with other materials such as mineral




aggregates, solvents, and other bitumens, the effects of such materials on




the biological  properties of asphalt and pitch should be studied.  The role




of multiple factors in the carcinogenicity of asphalt and pitch needs continued




emphasis.




     Although less serious than carcinogenicity, phototoxicity is observed in




a large proportion of workers exposed to coal tar pitch.  Studies are needed




to determine the causative agents in pitch, methods of protecting workers,  and




possible  chronic effects of repeated episodes of photosensitization.




     Epidemiological studies are needed for industrial workers  (pavers, roofers,




aluminum  and other metallurgical workers) and for users of coal tar medications.




However,  epidemiological studies of asphalt and coal tar pitch exposures may




be of limited value in identifying a causative agent because of the uncertain and




often mixed nature of the exposure.  Since coal tar pitch appears to be more

-------
                                    - 192 -










 carcinogenic than asphalt, any exposure that includes coal tar pitch  (such




 as roofing) can offer little information about the possible carcinogenic




 hazard of asphalt.




      The initial need in epidemiological studies  is the  preparation of  care-




 ful job descriptions which can be correlated with route  and degree of exposure




 to specific materials.   Such information is  needed for roofing and paving jobs,




 where exposure may be severe and accompanied by exposure to sunlight, and




 hygienic facilities may be limited.   This  information may be particularly




 difficult to obtain because records of  job histories  and materials handled  are




 inadequate.




      The trace metal content has been studied extensively for  petroleum, for




 coal  from various  geographical sources,  and  for the emissions  from combustion




 of these fossil fuels.   Little has been  reported  about the metal  content of




 coal  tars  to indicate whether any potentially toxic trace metals  are being




 concentrated in the tarry  residue.  More work is  needed  to determine whether




 trace -metals constitute  a  hazard in asphalts  and  tars/ or whether such  metals




will be  leached appreciably under conditions  of exposure during use of  bitumens.









     Present regulations by the Environmental Protection Agency limit particu-




late emissions  from asphalt concrete  plants  and effluents  from paving and roof-




ing material point  sources.   Because  even small amounts  of carcinogenic poly-




nuclear  aromatic compounds  contribute to the  total  carcinogenic burden  to which




the public is exposed, emissions  from both asphalt  and coal  tar pitch opera-




tions should be monitored  and controlled.




     Because of the  immediate  and long-term effects on the health of exposed




workers, there  is a need for  limitation  of occupational  exposure  to coal tar

-------
                                  - 193 -
pitch and possibly to asphalt.  U.S. Department of Labor limitations of




occupational exposure because of possible carcinogenic hazard are based




on a definition of "coal tar pitch volatiles" which considers the benzene




soluble fractions volatilizing from distillation residues of any organic




materials, including petroleum as well as coal, as having the same basic




chemical composition and presenting the same dangers to human health.




Because the chemical composition of asphalt differs widely from that of




coal tar pitch, both quantitatively and qualitatively, the present standard




for coal tar pitch volatiles, with its definition including asphalt,




cannot be applied successfully to both materials.  Separate standards are




needed for the control of exposure to and emissions from asphalt and coal




tar pitch.

-------
                                  -  194  -
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                                  - 230 -
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                                     TECHNICAL REPORT DATA
                             (I'icac rend Jiijtniilivni on tin: ri'imc bcjort.-
 \. Hi t'ORT UO.
  EPA-560/2-77-005
2.
                              3. HhCIPILNT'S ACCESSION NO.
 4. TITLt AND SUBTITLE

  Investigation of Selected Potential Environmental Con-
  taminants:  Asphalt  and Coal Tar Pitch
                              5. RLPORT DATE
                                September, 1978
                              5. PERFORMING ORGANIZATION COUE
 7. AUTHOR(S)
  Ruth P. Trosset, David Warshawsky, Constance Lee Menefee,
  Eula Bingham	
                              R. PERFORMING ORGANIZATION REPORT NO.
 9. PERFORMING ORGANIZATION NAME AND ADDRESS
  Department of Environmental  Health
  University of Cincinnati College of Medicine
  3223 Eden Avenue
  Cincinnati, Ohio  45267
 12. SPONSORING AGENCY NAME AND ADDRESS

  Office of Toxic Substances
  U.S. Environmental Protection Agency
  Washington, D.C.  20460
                               10. PROGRAM ELEMENT NO.
                               11. CONTRACT/GRANT NO.

                                 68-01-4188
                               13. TYPE OF REPORT AND PERIOD COVERED
                                -Final Technical	Rp.pnrt	
                               14. SPONSORING AGENCY
 1£> SUPPLEMENTARY NOTES
 16. ABSTRACT
  This report reviews the  literature on the potential environmental hazards  and health
  impacts from production,  distribution, and use of asphalt, the essentially uncracked
  residue from crude oil,  and coal tar pitch, the highly cracked residue  from fractional
  distillation of coal  tar derived from the coking of coal.  Topics include  physical and
  chemical properties;  production figures; uses; process descriptions;  contamination
  potential; methods of sampling,  monitoring, and analysis; acute and chronic effects on
  human health; toxicity to animals and plants; suggested handling practices;  regulations
  and standards.
  Of the 31 million tons of asphalt sold annually in the US, most is used in exposed
  surfaces: paving (78%),  roofing (17%), dam linings and soil stabilizers, etc. (<5%).
  In contrast, 62% of the  1.2 million tons of pitch produced annually in  the US is used
  in baked carbon and graphite products, 17% as fuel, and only 7% in exposed surfaces.
  Asphalt and pitch and their emissions and degradation products may contain varying
  quantities of trace metals and polycyclic aromatic hydrocarbons (PAH) ,  some of which
  may have toxic effects including phototoxicity and cancer of skin and lungs.   Potential
  environmental contamination and health hazards of asphalt and pitch are considered,
  with recommendations  for  further research.
                                 KEY WORDS AND DOCUMENT ANALYSIS
                   DESCRIPTORS
                                                b.IDENTIFIERS/OPEN ENDED TERMS  C. COSATI Field/Group
  Asphalt
  Coal  tar pitch
  Polynuclear aromatic hydrocarbons
  Benzo(a)pyrene
  Trace metals
                  Pollution
                  Environmental effects
                  Carcinogenicity
                  Phototoxicity
 8. DISTRIBUTION STATEMENT
 Document is available to public  through
 National Technical Information Service
L.Springfield, Va,
                 19. SECURITY CLASS (fins licporll

                 	Unclassified
                 70. SECURITY CLASS. (Tins pagcf

                   Unclassified	
21. NO. OF PAGE:

227"PR 1C E
 EPA Fo-m 2220-1 (Rt«. 4-77)    pncvioui ron ION 11

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