VEHICLE OPERATIONS SURVEY
                VOLUME II
                 PREPARED FOR
     COORDINATING RESEARCH  COUNCIL, INC.

              30 Rockefeller Plaza
           New York,  New  York 10020
                    AND
      ENVIRONMENTAL PROTECTION AGENCY
           OFFICE OF AIR  PROGRAMS

  MOBILE  SOURCE  POLLUTION CONTROL  PROGRAMS
              2565 Plymouth Road
           Ann Arbor, Michigan 48105
               RESEARCH LABORATORIES,  INC.
                     P.O. BOX 2416
               SAN BERNARDINO. CALIFORNIA 92406

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             Final Report



       Vehicle Operations Survey

 CRC-APRAC Project No. CAPE-10-68 (1-70)

               Volume II
              Prepared for

   Coordinating Research Council, Inc.
          30 Rockefeller Plaza
       New York, New York  10020
                   and

     Environmental Protection Agency
         Office of Air Programs
Mobile Source Pollution Control Programs
           2565 Plymouth Road
       Ann Arbor, Michigan  48105
           December 17, 1971
                   by

    SCOTT RESEARCH LABORATORIES, Inc.
   2600 Cajon Boulevard, P.O. Box 2416
    San Bernardino, California  92406

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SRL 2922 13 1271


                            TABLE OF CONTENTS

APPENDIX	         TITLE                              PAGE NO.
Al
A2
B
Bl
B2
B3
B4
B5
66
B7
B8
C
D
E
El
Calibration Curves for Vehicle Speed Circuits
Calibration Curves for Vehicle Manifold Vacuum
Circuits
Survey Route Details
Survey Route Details for Los Angeles Routes
Survey Route Details for Houston Routes
Survey Route Details for Cincinnati Routes
Survey Route Details for Chicago Routes
Survey Route Details for New York City Routes
Survey Route Details for Detroit Route No. 30
Survey Route Details for Detroit Route No. 40
Survey Route Detials for Detroit Route No. 50
Traffic Density Weighting Factors
VOS Instrument System Operating Checklist
Compacted Matrices of Vehicle Operating Patterns
Compacted Matrices for Los Angeles Composite
Al-1
A2-1
B-l
Bl-1
B2-1
B3-1
B4-1
B5-1
B6-1
B7-1
B8-1
C-l
D-l
E-l

              Survey Results                                           El-1

  E2          Compacted Matrices  for  Houston  Composite Survey
              Results                                                  E2-1

  E3          Compacted Matrices  for  Cincinnati  Composite Survey
              Results                                                  E3-1

  E4          Compacted Matrices  for  Chicago  Composite Survey
              Results                                                  E4-1

  E5          Compacted Matrices  for  New York City Composite Survey
              Results                                                  E5-1

  E6          Compacted Matrices  for  5-City Composite Survey
              Results                                                  E6-1
      SCOTT RESEARCH LABORATORIES, INC

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SRL 2922 13 1271
                         TABLE OF  CONTENTS
                             (Continued)
APPENDIX                          TITLE                	       PAGE NO.
   E7        Compacted Matrices  for LA-4 Defined Hours Survey
             Results                                                   E7-1

   E8        Compacted Matrices  for LA-4 Off Hours Survey
             Results                                                   E8-1

   E9        Compacted Matrices  for Detroit Route No.  30
             Survey Results                                            E9-1

   E10       Compacted Matrices  for Detroit Route No.  40
             Survey Results                                           E10-1

   Ell       Compacted Matrices  for Detroit Route No.  50
             Survey Results                                           Ell-1

   F         Time/Distance/Average-Speed Summary                       F~l
     SCOTT RESEARCH LABORATORIES. INC

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                                     Al-1
SRL 2922-13-1271
                                APPENDIX Al

                          Calibration Curves for
                          Vehicle  Speed Circuits
       SCOTT RESEARCH LABORATORIES, INC

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                                    Al-2




SRL 2922 13 1271








          Figure Al-1 shows the vehicle-speed-channel curves generated




for vehicle 875 CAU before and after the Los Angeles survey, and before




and after the all-city survey.  Figure Al-2 shows the speed calibration




curves generated before the all-cities survey for vehicles 876 CAU and




743 CAU, and after the all-cities survey for vehicle 876 CAU only.




Following the all-cities survey, vehicle 743 CAU was delivered to Ypsi-




lanti, Michigan, where speed channel calibration facilities were not




available.  Prior to the Los Angeles survey, a one-point calibration was




performed with vehicles 876 CAU and 743 CAU.  During this calibration the




speed channels were set to yield a DBAS speed indication of 60.0 mph at




a fifth wheel indicated speed of 60.0 mph.




          The speed calibration curves show the deviations of the DDAS




speed channel readings plotted against the corresponding nominal speed




readings obtained from a calibrated trailing fifth wheel attached to the




vehicle under calibration.  The deviations were obtained by subtracting




the fifth wheel speed readings from the corresponding readings obtained




from the DDAS.
       SCOTT RESEARCH LABORATORIES, INC

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SRL  2922 13  1271
                                           Al-3
    55
    O
    M
    W
    PH
    cn
    O
    M
    O
                                                    VEHICLE:  875 CAU
                                                    CAL DATE: 1-4-71
                                                   -VEHICLE:  875 CAU

                                                    CAL
                                                    VEHICLE:  875 CAU
                                                    CAL DATE: 6-14-71
                               20       30       40       50


                                   FIFTH WHEEL SPEED, MPH
         Figure  Al-1     Vehicle Speed Calibration  for Vehicle 875  CAU
      SCOTT RESEARCH LABORATORIES. INC

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SRL 2922  13 1271
                                          Al-4
    55
    O

+0. i
0.0
-0.2

^^*











"~"~~— — ^



*- 	

CAL DATH

— 	 '
Q7£ pATT
: 3-2-71
X
X^


                                                   VEHICLE:  876 CAU
                                                   CAL DATE: 6-14-71
+0.4
+0.2
0.0






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	 . —



—

, , VFHTH.E
CAL DAT
^-

: 743 CAU
E: 3-2-71
— *• 	 —


^^
^^

                      10       20        30        40        50


                                       FIFTH WHEEL SPEED, MPH
60
         70
  Figure  Al-2     Vehicle  Speed Calibration for Vehicles 876  CAU and
                    743 CAU.
      SCOTT RESEARCH LABORATORIES, INC

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                                     A2-1
SRL 2922 13  1271
                                APPENDIX A2

                          Calibration Curves for
                     Vehicle Manifold Vacuum Circuits
       SCOTT RESEARCH LABORATORIES, INC

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                                  A2-2






SRL 2922 13 1271






          The calibration curves generated for each manifold vacuum




channel in vehicles 875 CAU, 876 CAU, and 743 CAU are shown in Figures




A2-1 and A2-2.  The curves for vehicles 875 CAU and 876 CAU were




generated before and after the VOS program survey operations.   The




curves for vehicle 743 CAU were generated before the Los Angeles  survey




and before the all-cities survey.  Following the all-cities survey,




vehicle 743 CAU was delivered to Ypsilanti, Michigan, where transducer




calibration facilities were not available.




          Each calibration curve shows the deviations of the DDAS manifold




vacuum meter readings plotted against the corresponding pressure readings




obtained from a mercury manometer standard coupled to the calibration




vacuum source.  Deviations were obtained by subtracting the manometer




readings from the corresponding manifold vacuum meter readings.  Each




curve shows the linearity and hysteresis of the manifold vacuum trans-




ducers installed in each survey vehicle.
       SCOTT RESEARCH LABORATORIES, INC

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                                     A2-3
SRL 2922 13 1271
     OC
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     en
     u
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     EH
        -0
        -0
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       -1.

6
4





n



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NS
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"VEHICLE:
CAL DATE:




S\
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375 CAD
5-11-71
J12D1-J








+1.5
fl 0
f 0 S
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-1.0

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                                10
                                           15
                                                      20
                                                                 25
                              STANDARD VACUUM, INCHES - Hg
        Figure   A2-1    Manifold  Vacuum Calibration  for Vehicle 875 CAU
                                                                                  u
                                                                                  en
                                                                                  (x

                                                                                  o
                                                                                 o
                                                                                 M
                                                                                 H
>
W
O
      SCOTT RESEARCH LABORATORIES. INC

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                                         A2-4
SRL  2922 13  1271
                                                    E'lICLK:  *76 CAt!

                                                    AL  r-ATF: 1-13-71

+0. 4
+0.2
0

ICLE: 876 C



\V
CAL DATE: 6-11-71
XDCR S/N: R1754, - 1
 Z
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 a

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 u

 a
 E
+
0
    -0
-0.4
                                                                             +0.5
1
0


Ln
                                                   VEHICLE:  743 CAU

                                                   CAL DATE: 2-26-71

                                                   XDCR S/N:  R1754-2
                                                                             -0.5
                                                                         +1.0
                                                                                    [i.


                                                                                    o
                                                                                §
                                                                                V—I
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                                                                                t—I
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                                                                                CK
                                                                                w
                                                                                EH
                                                                                W
                   5.0
                             10.0
                                        15.0
                                                    20.0
                                                                25.0
                              STANDARD VACUUM,  INCHES - Hg
 Figure  A2-2    Manifold Vacuum Calibration for  Vehicles 876  CAU  and 743 CAU.
       SCOTT RESEARCH LABORATORIES. INC

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                                      B-l
SRL 2922  13  1271
                                 APPENDIX  B




                            Survey Route Details
        SCOTT RESEARCH LABORATORIES, INC

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                                    B-2
SRL 2922 13 1271









          Maps showing the general areas surveyed in Los Angeles,  Houston,




Cincinnati, Chicago, and New York are presented in Appendices Bl  through




B5, together with tables showing the actual mileages for each trip and




trip segment of the survey routes in each of the five cities.  Appendices




B6 through B9 contain detailed maps and route directions for each  of




three metropolitan Detroit road routes.
      SCOTT RESEARCH LABORATORIES, INC

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                                   Bl-1

SRL 2922 13  1271
                                APPENDIX Bl
                          Survey Route Details for
                             Los Angeles Routes
      SCOTT RESEARCH LABORATORIES, INC

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                                       Bl-2
SRL  2922 13 1271
                                                                        San Gabriel
                                                                        Valley
                                                                     L. A. COUNTY

                                                                 J   ORANGE COUNTY
                                       0      5       10
                                          SCALE OF MILES
                      Figure Bl-1  General Area of  Survey
                          Routes in  Los Angeles
      SCOTT RESEARCH LABORATORIES, INC

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                                       Bl-3


  SRL 2922 13 1271
                                  Table Bl-1
                       Los  Angeles (San Gabriel Valley)
                             DRIVING SURVEY ROUTE
                      TRIP  SEQUENCE AND LENGTH BREAKDOWN
                   	Distance,  Miles	
                   Total       Segm.  1     Segm.  2***       Segm. 3

   1                 1.65        1.65
   2               13.75        2.10        8.50              3.15
   3                 1.70        1.70
   4                 4.70        1.10        3.35              0.25
   5                 1.70        1.70
   6               23.95        4.50        15.25              4.20
   7                 1.40        1.40
   8                 7.35        7.35
   9                 1.40        1.40
  10               10.40        2.80        7.00              0.60
  11                 4.30        4.30
  12                 4.90        4.90
  13                 1.50        1.50
  14               16.30        4.10        10.65              1.55
  15                 1.90        1.90
  16                 4.45        4.45
  17                 7.40        1.30        4.90              1.20
  18                 1.10        1.10
  19                 4.55        4.55
  20                 1.35        1.35
  21               19.80        5.15        12.60              2.05
  22                 1.60        1.60
  23                 1.45        1.45
 *24               10.60       10.60
**25                 1.40        1.40
**26                 1.85        1.85
**27                 1.15        1.15
Total Length  (Weekday Route - No. 1) =  149.20 miles
Total Length  (Weekend Route - No. 5) =  143.00 miles

    *  Used on weekdays only
   **  Used on weekends only
  ***  Freeway Segment
        SCOTT RESEARCH LABORATORIES, INC

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                                   Bl-4

SRL 2922 13 1271
                                    Table Bl-2
                        Los Angeles (San Fernando  Valley)
                               DRIVING SURVEY ROUTE
                        TRIP SEQUENCE AND LENGTH BREAKDOWN
   Trip             __	Distance, Miles	
   No.              Total       Segm. 1     Segm.  2***        Segm.  3

     1               1.45        1.45
     2              13.25        2.50        8.20              2.55
     3               1.60        1.60
     4               4.40        0.80        2.75              0.85
     5               1.45        1.45
     6              23.50        1.45       15.20              6.85
     7               1.40        1.40
     8              10.85        1.80        7.10              1.95
     9               4.60        4.60
    10               1.55        1.55
    11               4.60        4.60
    12               7.65        2.20        4.90              0.55
    13               1.60        1.60
    14               7.45        7.45
    15              16.95        1.05       10.55              5.35
    16               1.55        1.55
    17               4.65        4.65
    18               1.45        1.45
    19              19.50        0.95       12.95              5.60
    20               1.45        1.45
    21               4.55        4.55
    22               1.75        1.75
    23               1.45        1.45
   *24              10.15       10.15
  **25               1.85        1.85
  **26               1.20        1.20
  **27               1.70        1.70
   Total Length (Weekday Route - No. 2) = 148.80 miles
   Total Length (weekend Route - No. 6) = 143.40 miles


       *  Used on weekdays only
      **  Used on weekends only
     ***  Freeway segment
     SCOTT RESEARCH LABORATORIES, INC

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                                   Bl-5

SRL 2922 13 1271
                                    Table Bl-3
                             Los Angeles  (Long Beach)
                               DRIVING SURVEY ROUTE
                        TRIP  SEQUENCE AND LENGTH BREAKDOWN
  Trip             	Distance,  Miles	
  No.              Total        Segm.  1     Segm.  2***       Segm. 3
     1               1.65         1.65
     2              10.70         2.05          6.80            1.85
     3               1.40         1.40
     4               4.65         4.65
     5               1.80         1.80
     6              24.05         5.20         15.40            3.45
     7               4.40         4.40
     8               1.25         1.25
     9               4.65         0.15          3.00            1.50
    10               2.30         2.30
    11              13.45         1.65          8.75            3.05
    12               1.45         1.45
    13               7.55         2.35          4.55            0.65
    14               1.35         1.35
    15               4.55         4.55
    16               0.70         0.70
    17              17-00         4.60         10.55            1.85
    18               7.60         7.60
    19               1.80         1.80
    20              20.15         5.10         12.90            2.15
    21               1.45         1.45
    22               4.40         4.40
    23               0.80         0.80
   *24              10.30        10.30
  **25               1.50         1.50
  **26               1.65         1.65
  **27               1.45         1.45

    Total Length  (Weekday Route - No.  3)  =  149.40 miles
    Total Length  (Weekend Route - No.  7)  =  143.70 miles

    *  Used on weekdays only
   **  Used on weekends only
  ***  Freeway segment
     SCOTT RESEARCH LABORATORIES, INC

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                                   Bl-6

SRL 2922 13 1271
                                Table Bl-4
                          Los Angeles (Orange)
                          DRIVING  SURVEY ROUTE
                   TRIP SEQUENCE AND LENGTH BREAKDOWN
Trip             	Distance,  Miles
No.

   1
   2
   3
   4
   5
   6
   7
   8
   9
  10
  11
  12
  13
  14
  15
  16
  17
  18
  19
  20
  21
  22
  23
 *24
**25
**26
**27
Total Length  (Weekday route - No.  4)  =  151.90 miles
Total Length  (Weekday route - No.  8)  =  146.10 miles

     *  Used on weekdays only
    **  Used on weekends only
   ***  Freeway Segment
Total
1.60
1.80
13.45
1.55
23.75
1.60
6.35
2.25
5.00
1.30
10.80
1.05
5.15
7.40
1.70
7.40
4.50
16.30
1.35
4.55
1.55
19.70
1.25
10.55
1.55
1.85
1.35
Segm. 1 Segm. 2*** Segm. 3
1.60
1.80
3.80 8.55 1.10
1.55
4.20 15.45 4.10
1.60
1.30 4.05 0.10
2.25
5.00
1.30
4.30 6.50
1.05
5.15
7.40
1.70
1.50 4.50 1.40
4.50
1.70 10.90 3.70
1.35
4.55
1.55
4.45 12.30 2.95
1.25
10.55
1.55
1.85
1.35
     SCOTT RESEARCH LABORATORIES. INC

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                                   B2-1

SRL 2922 13  1271
                                  APPENDIX B2
                         Survey  Route Details for
                               Houston Routes
      SCOTT RESEARCH LABORATORIES. INC

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                                     B2-2
SRL 2922  13 1271
                    5
               SCALE OF MILES
                  Figure B2-1  General  Areas of Survey Routes
                                 in  Houston
       SCOTT RESEARCH LABORATORIES. INC

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                                   B2-3
SRL 2922 13 1271
                                     Table  B2-1
                                   Houston  (East)
                                DRIVING SURVEY  ROUTE

                         TRIP SEQUENCE AND LENGTH BREAKDOWN
Trip
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
**14
**15
**16
**17
**18
**19
**20
**21
22
23
24
25
26
27
28
29
30
31
*32
*33

Total
1.50
4.50
1.60
13.95
7.05
4.35
1.10
10.55
1.80
16.45
4.45
1.75
7.50
1.90
1.10
1.10
1.30
1.90
1.75
1.50
1.45
4.55
10.55
1.80
4.55
13.75
1.50
20.80
1.40
7.50
1.60
7.45
10.25
Distance Miles
Segm. 1 begn. 2 *** Segm. 3
1.50
4.50
1.60
0.90 9.00 4.05
7.05
0.45 2.80 1.10
1.10
10.55
1.80
3.35 8.85 F; 1.90 NF 2.35
4.45
1.75
0.95 5.35 1.20
1.90
1.10
1.10
1.30
1.90
0.15 0.70 0.90
1.50
1.45
4.55
2.50 7.15 0.90
1.80
4.55
13.75
1.50
3.45 14.35 3.00
1.40
7.50
1.60
0.55 5.25 1.65
10.25
           Total Length  (Weekday Route - No.  9)  =  162.25  miles
           Total Length  (Weekend Route - No.  11) = 156.55 miles
            *  Used on weekdays only
           **  Used on weekends only
          ***  Freeway segment (except as noted)
    SCOTT RESEARCH LABORATORIES, INC

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                                   B2-4

SRL 2922 13 1271
     Trip
     No.

       1
       2
       3
       4
       5
       6
       7
       8
       9
       10
       11
       12
       13
     **14
     **15
     **16
     **17
     **18
     **19
     **20
     **21
       22
       23
       24
       25
       26
       27
       28
       29
       30
       31
      *32
      *33
                              Table  B2-2

                            Houston  (West)

                         DRIVING SURVEY ROUTE

                  TRIP  SEQUENCE AND LENGTH BREAKDOWN

Total
1.90
4.65
13.20
1.55
7.35
4.85
1.35
10.45
1.75
16.30
4.45
1.40
7.55
1.30
1.70
1.40
1.15
1.45
1.55
1.85
1.55
4.50
10.70
1.60
4.55
7.65
1.55
20.75
1.65
13.25
1.25
7.70
10.30
Distance, Miles
Segm. 1 Segtn. 2*** Segm. 3
1.90
4,65
1.95 9.10 2.15
1.55
7.35
1.40 3.25 0.20
1.35
10.45
1.75
4.40 11.00 0.90
4.45
1.40
1.15 4.85 1.55
1.30
1.70
1.40
1.15
0.15 0.95 0.35
1.55
1.85
1.55
4.50
0.70 6.80 3.20
1.60
4.55
7.65
1.55
1.85 14.00 4.90
1.65
13.25
1.25
1.85 5.25 0.60
10.30
       Total Length (Weekday Route - No. 10) = 162.20 miles
       Total Length (Weekend Route - No. 12) = 156.15 miles
         *  Used on weekdays only
        **  Used on weekends only
       ***  Freeway segment
      SCOTT RESEARCH LABORATORIES. INC

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                                   B3-1

SRL 2922 13  1271
                               APPENDIX B3
                           Survey Route Details
                           for Cincinnati Routes
      SCOTT RESEARCH LABORATORIES. INC

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                              B3-2
SRL 2922 13 1271
                     ~r   ---
                                        5          10
                                     SCALE OF MILES
                    Figure B3-1  General Area of

                     Survey Route in Cincinnati
      SCOTT RESEARCH LABORATORIES, INC,

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SRL 2922 13 1271
                                   B3-3
                                  Table B3-1
                                 Cincinnati

                            DRIVING SURVEY  ROUTE

                     TRIP SEQUENCE AND LENGTH BREAKDOWN
Trip
No.
1
2
* 3
A* 31
4
5
6
7
8
9
10
11
12
*13
**14
**15
**16
**17
**18
**19
**20
21
22
23
24
25
26
27
28
29
30
31
*32

Total
1.25
4.65
16.80
18.15
1.60
4.10
0.75
7.35
1.50
4.85
1.25
13.00
1.70
10.70
1.35
1.65
4.45
1.50
1.45
1.35
4.65
1.50
4.55
1.20
10.60
1.35
7.55
1.40
10.40
4.70
1.75
7.60
21.05
Distance, Miles
Segm. 1 Segra. 2*** Segm. 3
1.25
4.65
1.85 8.40 6.55
1.85 9.10 7.20
1.60
4.10
0.75
2.75 3.65 0.95
1.50
4.85
1.25
5.30 6.40 1.30
1.70
10.70
1.35
1.65
4.45
1.50
1.45
1.35
4.65
1.50
2.45 1.85 0.25
1.20
1.45 5.00 4.15
1.35
7.55
1.40
10.40
4.70
1.75
7.60
6.45 10.10 4.50
         Total Length (Weekday Route - No. 13)
         Total Length (Weekend Route - No. 14)
                                  143.15 miles
                                  129.15 miles
           **
          ***
Used on weekdays only
Used on weekends only
Freeway segment
     SCOTT RESEARCH LABORATORIES, INC

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                                    B4-1

SRL 2922 13  1271
                                 APPENDIX B4
                            Survey Route Details
                             for Chicago Routes
      SCOTT RESEARCH LABORATORIES, INC

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SRL 2922  13 1271
                                     B4-2
                  COOK COUNTY LIMIT
                   5         10
                SCALE OF MILES
                           FigureB4-1  General Area
                          of Survey Routes  in Chicago
       SCOTT RESEARCH LABORATORIES. INC

-------
                                   B4-3
SRL 2922 13 1271
        1
        2
        3
        4
        5
        6
        7
        8
        9
        10
        11
        12
        13
      **14
      **15
      **16
      **17
      **18
      **19
      **20
      **21
      **22
        23
        24
        25
        26
        27
        28
        29
        30
        31
        32
        33
       *34
                             Table  B4-1

                            Chicago (North)
                          DRIVING SURVEY ROUTE

                   TRIP SEQUENCE AND LENGTH BREAKDOWN

                                   Distance, Miles
Total
1.50
4.65
20.95
1.45
4.50
1.30
16.45
1.95
7.70
1.35
10.40
1.50
4.50
1.10
1.55
1.75
1.40
4.55
1.00
1.35
1.50
2.75
4.35
1.20
13.45
1.60
4.60
7.30
1.50
10.60
1.80
7.50
1.80
23.70
Segm. 1 Segm. 2 *** Segra. 3
1.50
4.65
8.45 9-60 2.90
1.45
4.50
1.30
6.95 7.45 2.05
1.95
7.70
1.35
2.10 4.15 4.15
1.50
4.50
1.10
1.55
1.75
1.40
4.55
1.00
1.35
1.50
2.75
4.35
1.20
1.95 6.10 5.40
1.60
4.60
1.15 4.20 1.95
1.50
10.60
1.80
7.50
1.80
7.85 10.90 4.95
       Total Length  (Weekday Route  - No.  15)
       Total Length  (Weekend Route  - No.  17)
157.60 miles
150.85 miles
         *  Used on weekdays only
        **  Used on weekends only
       ***  Freeway segment


     SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
               B4-4



          Table  B4-2

         Chicago  (South)
       DRIVING SURVEY  ROUTE

TRIP SEQUENCE AND LENGTH  BREAKDOWN
inp
No.
1
2
3
4
5
6
*7
** 7
8
9
10
11
12
13
**!4
**15
**16
**!7
**18
**19
**20
**21
**22
23
24
25
26
27
28
29
30
31
32
33
*34
Total
1.55
4.70
16.55
1.35
4.80
1.50
19.20
20.75
1.60
7.50
0.95
10.95
1.50
5.35
1.50
1.50
2.10
1.10
4.80
1.70
1.40
1.30
1.25
4.45
1.50
13.65
1.55
4.45
7.75
2.40
10.00
1.45
7.55
1.90
23.65
Ses?m. 1 Segm. 2 *** Se£m- 3
1.55
4.70
3.65 7.50 5.40
1.35
4.80
1.50
2.95 9.05 7.20
2.95 10.05 7.75
1.60
7.50
0.95
4.40 4.90 1.65
1.50
5.35
1.50
1.50
2.10
1.10
4.80
1.70
1.40
1.30
1.25
4.45
1.50
5.95 5.55 2.15
1.55
4.45
3.40 4.25 0.10
2.40
10.00
1.45
7.55
1.90
5.35 11.00 7.30
        Total Length (Weekday Route - No. 16)
        Total Length (Weekend Route - No. 18)

           *  Used on weekdays only
          **  Used on weekends only
         ***  Freeway segment


      SCOTT RESEARCH LABORATORIES, INC
                            157.80 miles
                            152.35 miles

-------
                                    B5-1

SRL 2922 13  1271
                                 APPENDIX B5
                            Survey Route Details
                         for  New York City Routes
      SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922  13 1271
                                     B5-2
                                                           CITY LIMITS
                                                             5          10
                                                          SCALE OF MILES
                   FigureB5-1   General Area of  Survey
                           Routes in  New York City
    SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                                   B5-3
                               Table  B5-1
                        New York City (Long  Island)
                            DRIVING SURVEY ROUTE

                     TRIP SEQUENCE AND LENGTH BREAKDOWN
                                    Distance,  Miles
                   Total
             Segm. 1
                          Segm. 2 ***   Segm.  3
         1
         2
         3
         4
         5
         6
         7
         8
         9
         10
         11
         12
         13
         14
        *15
        *16
       **17
       **18
       **19
         20
         21
         22
         23
         24
         25
         26
         27
         28
         29
        *30
       **31
   40
   50
   60
   45
   40
   25
   00
13.45
 1.30
 4.75
   .95
   .65
   ,10
   .50
10.80
24.15
   .50
1.
1,
1.
1.
2.
4.
1.
1.
   25
   70
   45
   05
   60
   55
   80
10.75
  ,55
  ,65
  ,70
  ,50
18.10
20.55
               .40
               ,50
               ,60
               ,20
               ,40
               ,25
               00
               25
               30
             0.75
              ,95
              ,65
              ,10
 4.50
11.10
 6.75
  .50
  ,25
  ,70
  .45
  .05
  .60
  ,55
  .80
  .05
  .55
  .65
1.
1.
1.
1.
2.
4.
1.
1.
1.
1.
1.
             4.70
             1.50
             4.10
             4.35
               4.55



               8.00

               2.80
                          13.95
                           6.30
              10.55
              12.65
                            1.70



                            2.20

                            1.20
                            3.45
3.40
                            3.45
                            3.55
        Total Length (Weekday Route - No. 19) = 143.95 miles
        Total Length (Weekend Route - No. 21) = 115.90 miles
          *  Used on weekdays only
         **  Used on weekends only
        ***  Freeway segment
     SCOTT RESEARCH LABORATORIES. INC

-------
                                   B5-4

SRL 2922 13 1271
                                Table  B5-2
                            New York City  (Bronx)

                            DRIVING SURVEY ROUTE
                     TRIP  SEQUENCE AND LENGTH BREAKDOWN
Trip
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
* 15
* 16
** 17
** 18
** 19
20
21
22
23
24
25
26
27
28
29
* 30
** 31

Total
1.35
4.55
1.90
13.55
1.30
4.10
7.55
1.60
1.70
7.80
1.35
7.65
4.55
1.75
10.85
24.55
1.55
1.30
1.75
1.70
1.45
4.50
1.40
1.15
8.65
1.25
1.45
4.85
1.45
18.60
20.05
Distance, Miles
Segm. 1 Segm. 2 *** Segm. 3
1.35
4.55
1.90
3.75 8.35 1.45
1.30
1.05 - 2.70 0.35
7.55
1.60
1.70
1.50 4.50 1.80
1.35
7.65
4.55
1.75
. 10.85
2.40 14.20 7.95
1.55
1.30
1.75
1.70
1.45
4.50
1.40
1.15
0.70 6.QO 1.05
1.25
1.45
4.85
1.45
1.25 10.85 6.50
1.25 12.20 6.60
         Total Length (Weekday Route - No. 20) = 142.55 miles
         Total Length (Weekend Route - No. 22) = 113.20 miles
           *  Used on weekdays only
          **  Used on weekends only
         ***  Freeway segment
      SCOTT RESEARCH LABORATORIES, INC

-------
                                    B6-1

SRL 2922 13  1271
                               APPENDIX B6
                         Survey Route Details for
                           Detroit  Route No. 30
     SCOTT RESEARCH LABORATORIES, INC

-------
                         B6-2
SRL 2922 13 1271
     \
 ANN"ARBOR
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                        ljk         I


                        *-'~r* '
                                             -1UUJUL
              Figure B6-1  Detroit Route No. 30
    SCOTT RESEARCH LABORATORIES, INC

-------
                                                               Table  B6-1

                                                Route  Directory for Detroit  Route No.  30
I


§

I
so
55
Road
Type
N-l
Segm.
Number
 Trip
Number
            1-18
 Segm.
 Length
(Miles)
             3.80
              Description

     Start at Corner of Pepper Pike &
      Vintage Valley Road

East on Vintage  Valley Road

Left on Green Road

Left on Hubbard  Street

Right on Huron Parkway

Right on Nixon Road

Right on Aurora  Street

Left on Prairie  Street

Left on Bluett Road

Left on Renfrew Street

Right on Briarcliff Street

Right on Prairie Street

Left on Plymouth Road

     Enter  f23~t  South
 Unit
 Length
(Miles)
                                                                 .05

                                                                 .25

                                                                 .60

                                                                 .75

                                                                 .10

                                                                 .25

                                                                 .35

                                                                 .05

                                                                 .15

                                                                 .45

                                                                 .10

                                                                 .70
                                                                                                                    N)
                                                                                                                    IVJ
                                                                                                                        U)

-------
so
tn
u>
pi



I




§
SO


§
SO
Road

Type




 F-2
 N-l
                   Segm.

                   Number
 Trip

Number



  1-18
  1-18
 Segm.

 Length

(Miles)



  2.35
  3.20
Table B6-1  (cont'd)









                   Description




      South onf23~l
              ^ •**'- '


          Exit   QT)  at Geddes Road




      Right on Geddes Road



      Left on  Huron Parkway



      Left on  W.  Huron River Drive



      Left on  Hickory Lane



      Left on  Devonshire Road



      Left on  Belmont Road



      Right on Melrose Road



      Right on Devonshire



          Stop  at Londonderry
 Unit

 Length

(Miles)




  2.35
  1.05



   .35



   .20



   .50



   .35



   .35



   .20



   .20
                                                                                                                    CO
                                                                                                                    NJ

                                                                                                                    NJ
NJ

-------
                                    B7-1

SRL 2922 13  1271
                                APPENDIX B7
                         Survey  Route Details for
                           Detroit  Route No. 40
      SCOTT RESEARCH LABORATORIES, INC

-------
                                     B7-2
SRL 2922  13 1271
               ANN  ARBOR
    0  5   S  .   jf
   l/lLf  \  ;>
                                 |
                           nw	L  « •
                          i       S  ~     «
                          2       r GLADE"***   *
 inVlNAVt *fc <>  *S^i* B  ^*"\  ^ ' **V ^  >^*"~'.-V 9tt   ^~




"$ru««t I """"o^,»°.,c'VI   ^ -TfA S '  X1; !f
,   nj
-------
                                                              Table B7-1

                                               Route Directory for Detroit Route No. 40
so
m
o
ao
B

Road
Type
          N-l
Segm.
Number
 Trip
Number
                      1-18
 Segm.
 Length
(Miles')
                        4.90
                                            Unit
                                            Length
              Description                  (Miles)

     Start at Pepper Pike and Vintage
       Valley Road

East on Vintage Valley Road                   .05

Right on Green Road                           .10

Left on Windmere Drive                        -10

Left on Barrister                             .20

Right on Larchmont Drive                      .10

Left on Bardstown Tr.                         .20

Left on Middleton Drive                       .20

Right on Frederick                            .15

Left on Greenbriar Blvd.                      .35

Right on Green Road                           .95

Left on Burbank Drive                         .05

Left on Bluett                                .10

Right on Yellowstone Drive                    .40

Left on Rumsey Drive                          .25

Left on Lexington Drive                       .20
                                                                                                                   CO
                                                                                                         VO
                                                                                                         ro
                                                                                                         NJ
                                                                                                                   to
                                                                                                                        I
                                                                                                                       LO

-------
                                                       Table B7-1   (cont'd)
I
s
so
o
so
Road
Type

N-l
          F-2
                    Segm.
                    Number
 Trip
Number

 1-18
 Segm.
 Length
(Miles)

 4.90
                                 2.35
               Description

Right on Antietam Drive

Left on Bluett

Right on Georgetown Blvd.

Left on Yorktown Drive

Left on Georgetown Blvd.

Left on Plymouth Road

     Enter  1*23*]  South


South  r2Tj
       '•••-s^—'

     Exit at Geddes Road
 Unit
 Length
(Miles)

  .15

  .15

  .20

  .35

  .10

  .55
                                                                          2.35
                                                                                                                     en
                                                                                                                     N>
                                                                                                                     VO
                                                                                                                     NJ
                                                                                                                     Ni

-------
8
I
l
§
r>
          Road
          Type
          N-l
Segm.
Number
 Trip
Number
 Segm.
 Length
(Miles)
 3.90
Table B7-1 (cont'd)



               Description

    Right  on  Geddes Road

    Left oh Huron Parkway

    Left onto E.  Huron River  Drive

    Left on Hickory Lane

    Left on Devonshire Road

    Left on Arlington Boulevard

    Right  on  Hawthorn

    Left on Roxbury Road

    Right  on  Sheridan Road

         (Right on Londonderry)

         (Left on Shannondale at  "Y")

    Left on Kearny

         (Left on Adare)

    Right  on  Londonderry Road

    Straight  on Bedford Road

    Right  on  Arlington Boulevard

          Stop at Overridge Drive

Unit
Length
(Miles)
1.05
.35
.20
.50
.20
.45
.05
.15
.25
P
to
to
I-1
U>
I-1
to
M







                                                                                                             .05



                                                                                                             .35

                                                                                                             .20

                                                                                                             .10
                                                                                                                        •vj

                                                                                                                        t_n

-------
                                    B8-1

SRL 2922 13  1271
                                 APPENDIX B8
                          Survey Route Details for
                            Detroit Route No. 50
      SCOTT RESEARCH LABORATORIES, INC

-------
                              B8-2
SRL 2922 13  1271
 S>
             ANN  ARBOR   !
    «. *Q»Ti»!Ot *IC«FlllO CT     /  5 *• S


   \V."""""v /  MUr
    | Jtf /  \ ^ ^b?^'  "^
    ? i  f       ,^>?v»*«v ^E,_ t- »9i s-
                  Figure B8-1  Detroit Route No.  50
      SCOTT RESEARCH LABORATORIES, INC

-------
                                                            Table B8-1
w                                              Route Directory for %>troit Route No. 50                             to
g                                        Segm.                                                           Unit      M
9       Road     Segm.        Trip       Length                                                          Length    £
g       TyPe     Number     Number     (Miles)                         Description                     (Miles)    ^
so                                                                Start at Corner of Pemberton Dr. and              ^
=                                                                 Pemberton Lane Four
£
o       N-l         1          1-18         6.00             South on Pemberton Drive                       .10
so
                                                            Left on Waldenwood Drive                       .10

                                                            Left on Earhart Road                           .40

                                                            Left on Glacier Way                            .50
                                                                                                                       w
                                                                                                                       oo
                                                            Right on Green Road                            .15          ^

                                                            Right on Windmere Drive                        .10

                                                            Left on Barrister                              .20

                                                            Right on Larchmont Drive                       . 10

                                                            Left on Bardstown Tr.                          .20
                                                            Left on Middleton                              .20
                                                            Right on Frederick                             .15

                                                            Left on Greenbriar Boulevard                   .35

                                                            Right on Green Road                            .95

                                                            Left on Burbank Drive                          .05

                                                            Left on Bluett                                 .10

                                                            Right on Yellowstone Drive                     .40

-------
90
m
C/l
w
I
g
P
          Road
          Tvoe
N-l
         Segm.
         Number
 Trip
Number
  1-18
 Segm.
 Length
(Miles)
 6.00
          F-2
                        1-18
              2.35
Table B8-1 (cont'd)



               Description

    Left on Rumsey Drive

    Left oh Lexington Drive

    Right on Antietam Drive

    Left on Bluett

    Right on Georgetown Boulevard

    Left on Yorktown Drive

    Left on Georgetown  Boulevard

    Left on Plymouth Road

         Enter  [23  )  South


    South

Unit
Length
(Miles)
.25
.20
.15
.15
.20
.35
.10
.55
C/J
pa
r1
N3
VO
N>
ro
M
(^
I—1
IV>
V^J
M




W
oo
I
i>

                                                                2.35
                                                                   Exit at Geddes Road

-------
                                                           Table B8-1 (cont'd)
                                                                                                                     CO
so
PI
u>
M
30
r>
§
3D
I

Road
Type
N-l
Segm.
Number
  3
 Trip
Number
  1-18
 Segm.
 Length
(Miles)
 4.65
            Description
Right on Geddes Road

Left on Huron Parkway

Left onto E. Huron River Drive

Left on Hickory Lane

Left on Devonshire

Left on Washtenaw Avenue

Right on Huron Parkway

     Stop at Professional Drive
Unit
Length
(Miles)
1.05
.35
.20
.50
.85
1.55
.15
VO
NJ
NJ
M
OJ
M
N)
~J
I—1



W
00
1
Ul

-------
                                      C-l

SRL 2922  13  1271
                                APPENDIX C
                              Traffic Density
                             Weighting Factors
  SCOTT RESEARCH LABORATORIES, INC

-------
                                  C-2
SRL 2922-13-1271






          Tables showing weekday and weekend time-of-day  traffic




density weighting factors for each of the five cities are presented




in Appendix C.   The weighting factors are based on the number  of




trips starting  in each time interval as observed by Systems Development




Corporation during the previous CAPE-10 study on vehicle-use patterns.
    SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                                     03
                                 Table C-l

                    Traffic Density Weighting  Factors
                                 Based on
                     Distribution of  Trip  Start  Times
                                    for
                           Los Angeles Weekdays
                                      Fifteen  Minute  Period
Hours
0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
- 0100
- 0200
- 0300
- 0400
- 0500
- 0600
- 0700
- 0800
- 0900
- 1000
- 1100
- 1200
- 1300
- 1400
- 1500
- 1600
- 1700
- 1800
- 1900
- 2000
- 2100
- 2200
- 2300
- 0000
00 - 15
15
1
2
2
1
1*
32
127
50
19
24
34
47
45
23
38
45
119
69
58
50
22
21
16
15 - 30
5
1
4
2
3
1
51
92
31
21
21
31
57
37
25
44
83
147
78
62
53
31
17
10
30 - 45
4
2
2
1*
1
2
74
84
40
22
24
37
47
36
27
39
155
105
74
63
58
21
14
11
45 - 00
4
1
4
3
1
13
76
77
21
30
26
75
56
26
34
48
128
97
66
52
51
35
9
7
     *   Actual number of trips equals zero; however, value  of  one (1)
        substituted to prevent loss of data during processing.
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                                    C-4
                                Table C-2

                    Traffic Density Weighting Factors
                                 Based on
                     Distribution of Trip Start Times
                                    for
                            Los Angeles Weekends
                                      Fifteen Minute Period
Hours
0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
- 1000
- 0200
- 0300
- 0400
- 0500
- 0600
- 0700
- 0800
- 0900
- 1000
- 1100
- 1200
- 1300
- 1400
- 1500
- 1600
- 1700
- 1800
- 1900
- 2000
- 2100
- 2200
- 2300
- 000
00 - 15
10
6
1*
1
1*
2
3
1*
9
19
18
31
40
24
24
13
17
14
22
23
11
14
6
8
15 - 30
5
3
1
1*
1*
1*
2
3
8
19
23
31
27
31
19
21
19
22
22
16
17
12
6
7
30 - 45
4
4
1*
1*
1
3
4
5
10
14
18
28
25
22
18
29
21
25
21
18
16
5
8
7
45 - 00
5
2
1
1
1*
1
1
6
18
15
25
28
23
29
31
25
25
22
19
18
12
2
7
1
    *  Actual number of trips equals  zero;  however, value of one  (1)
       substituted to prevent loss  of  data  during processing.
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                                     C-5
                                Table  C-3

                    Traffic Density Weighting  Factors
                                 Based on
                     Distribution of Trip  Start  Times
                                    for
                              Houston Weekdays
                                      Fifteen Minute  Period
Hours
0000 -
0100 -
0200 -
0300 -
0400 -
0500 -
0600 -
0700 -
0800 -
0900 -
1000 -
1100 -
1200 -
1300 -
1400 -
1500 -
1600 -
1700 -
1800 -
1900 -
2000 -
2100 -
2200 -
2300 -
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
0000
00 - 15
4
2
2
1*
1*
2
13
65
22
12
15
16
37
27
20
29
28
83
59
45
22
21
9
7
15 - 30
1
1*
1
1*
1*
1
30
95
15
12
12
20
34
31
16
16
47
66
48
40
24
14
11
6
30 - 45
3
1
1*
1*
1*
9
33
55
10
17
17
29
36
23
22
34
69
73
49
28
16
12
10
5
45 - 00
2
1*
1*
1*
1*
12
29
57
8
8
16
36
24
22
17
25
80
49
34
28
25
13
6
3
  *  Actual number of trips equals zero; however, value of  one (1)
     substituted to prevent loss of data during  processing.
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                C-6

            Table C-4

Traffic Density Weighting Factors
             Based on
 Distribution of Trip Start Times
                for
           Houston Weekends
                                      Fifteen Minute Period
Hours
0000 -
0100 -
0200 -
0300 -
0400 -
0500 -
0600 -
0700 -
0800 -
0900 -
1000 -
1100 -
1200 -
1300 -
1400 -
1500 -
1600 -
1700 -
1800 -
1900 -
2000 -
2100 -
2200 -
2300 -
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
0000
00 - 15
2
4
1*
1
1
2
2
3
3
12
10
16
24
15
9
26
16
15
10
7
9
3
4
3
15 - 30
4
3
1*
2
2
1*
1
8
6
9
18
20
21
17
16
19
11
17
11
7
6
1
5
3
30 - 45
6
2
1*
1
1*
1*
3
4
7
12
15
10
17
17
9
9
17
13
13
4
5
2
6
1*
45 - 00
2
1
1
1*
1
1*
4
7
8
14
21
14
17
21
16
13
24
22
17
10
3
3
3
1
     *  Actual number of trips equals zero; however, value  of  one (1)
        substituted  to prevent loss of data during processing.
  SCOTT RESEARCH LABORATORIES. INC

-------
SRL 2922 13 1271
                                     C-7
                                 Table C-5

                    Traffic Density Weighting  Factors
                                 Based  on
                     Distribution of  Trip  Start  Times
                                    for
                             Cincinnati Weekdays
                                      Fifteen  Minute  Period
Hours
0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
- 0100
- 0200
- 0300
- 0400
- 0500
- 0600
- 0700
- 0800
- 0900
- 1000
- 1100
- 1200
- 1300
- 1400
- 1500
- 1600
- 1700
- 1800
- 1900
- 2000
- 2100
- 2200
- 2300
- 0000
00 - 15
10
8
2
1*
1*
4
30
76
42
13
23
17
46
18
22
24
63
122
62
85
52
39
22
10
15 - 30
4
2
1
1*
2
11
18
83
32
11
14
21
29
13
26
45
83
101
69
69
35
25
14
11
30 - 45
3
2
1*
1
1*
6
39
73
28
11
8
25
30
17
12
54
85
81
. 63
48
35
27
12
8
45 - 00
7
1*
1*
1*
6
11
53
62
6
12
16
19
34
11
19
43
136
82
91
39
38
30
15
6
    *  Actual number  of  trips equals zero;  however, value of one  (1)
       substituted  to prevent loss of data  during processing.
  SCOTT RESEARCH LABORATORIES, INC

-------
                                    C-8

SRL 2922 13 1271
                                Table C-6
                    Traffic Density Weighting Factors
                                 Based on
                     Distribution of Trip Start Times
                                    for
                              Cincinnati Weekends
                                      Fifteen Minute Period
Hours
0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
- 0100
- 0200
- 0300
- 0400
- 0500
- 0600
- 0700
- 0800
- 0900
- 1000
- 1100
- 1200
- 1300
- 1400
- 1500
- 1600
- 1700
- 1800
- 1900
- 2000
- 2100
- 2200
- 2300
- 0000
00 - 15
19
7
5
1*
1
1
1
1
10
20
21
34
26
24
25
21
19
20
27
29
16
6
9
9
15 - 30
11
9
6
2
1
1*
1
7
6
20
30
24
30
29
18
26
21
21
14
21
16
8
9
5
30 - 45
10
4
1*
1
1*
1
6
6
10
20
20
22
31
22
23
18
26
20
21
27
12
9
6
6
45 - 00
3
3
3
1*
2
1
4
9
12
19
31
32
25
19
16
18
24
27
22
12
12
8
4
2
    *  Actual number of trips equals zero; however,  value of one (1)
       substituted to prevent loss of data during  processing.
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                                     C-9
                                 Table C-7

                    Traffic Density Weighting Factors
                                 Based on
                     Distribution of  Trip Start  Times
                                    for
                             Chicago  Weekdays
                                       Fifteen Minute Period
Hours
0000 -
0100 -
0200 -
0300 -
0400 -
0500 -
0600 -
0700 -
0800 -
0900 -
1000 -
1100 -
1200 -
1300 -
1400 -
1500 -
1600 -
1700 -
1800 -
1900 -
2000 -
2100 -
2200 -
2300 -
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
0000
00 - 15
27
10
6
4
1*
18
51
149
130
37
43
42
56
67
49
55
104
222
122
93
95
46
42
22
15 - 30
11
8
11
1
3
17
58
162
87
47
45
45
63
50
37
61
168
175
105
102
85
64
34
12
30 - 45
3
5
2
2
8
27
97
202
50
41
44
55
53
44
52
66
239
177
118
94
76
48
27
18
45 - 00
7
9
4
4
19
34
109
197
49
45
37
75
51
35
54
68
249
149
106
93
65
50
46
12
    *  Actual number  of  trips  equals zero; however, value of one (1)
       substituted  to prevent  loss of data during processing.
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                                     C-10
                                Table  C-8

                    Traffic Density Weighting  Factors
                                 Based on
                     Distribution of Trip  Start  Times
                                    for
                             Chicago Weekends
                                      Fifteen  Minute Period
Hours
0000 -
0100 -
0200 -
0300 -
0400 -
0500 -
0600 -
0700 -
0800 -
0900 -
1000 -
1100 -
1200 -
1300 -
1400 -
1500 -
1600 -
1700 -
1800 -
1900 -
2000 -
2100 -
2200 -
2300 -
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
0000
00 - 15
14
9
5
2
1
2
7
10
11
22
34
49
53
41
47
37
47
30
27
27
21
24
12
6
15 - 30
13
7
2
4
1
4
7
11
20
33
34
56
42
39
34
46
43
34
31
21
28
11
14
9
30 - 45
8
12
4
3
1
3
10
16
19
29
31
52
56
35
36
42
36
37
30
31
24
15
15
7
45 - 00
12
7
1
3
1
8
10
15
22
43
44
50
50
39
38
41
37
33
38
22
24
12
10
5
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13  1271
                 C-ll


            Table  C-9

Traffic Density Weighting  Factors
             Based on
 Distribution of Trip  Start  Times
                for
         New York  Weekdays


                   Fifteen  Minute Period
Hours
0000 -
0100 -
0200 -
0300 -
0400 -
0500 -
0600 -
0700 -
0800 -
0900 -
1000 -
1100 -
1200 -
1300 -
1400 -
1500 -
1600 -
1700 -
1800 -
1900 -
2000 -
2100 -
2200 -
2300 -
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300
0000
00 - 15
19
7
6
2
4
4
12
69
84
30
29
36
63
60
52
33
55
82
61
48
38
20
18
12
15 - 30
8
4
3
2
5
7
23
80
54
34
32
42
62
45
44
36
85
76
50
52
38
27
12
11
30 - 45
4
4
3
2
4
18
37
80
46
24
37
41
62
44
44
38
115
72
46
44
34
23
14
18
45 - 00
8
6
1
2
4
22
59
76
26
33
38
56
56
46
34
40
110
65
61
42
32
20
20
12
**  Average of summer  and  winter results.
  SCOTT RESEARCH LABORATORIES, INC

-------
SRL 2922 13 1271
                 C-12

              Table  C-10

Traffic Density Weighting Factors
             Based on
 Distribution of Trip Start Times
                for
         New York Weekends
                                    Fifteen Minute Period
Hours
0000 - 0100
0100 - 0200
0200 - 0300
0300 - 0400
0400 - 0500
0500 - 0600
0600 - 0700
0700 - 0800
0800 - 0900
0900 - 1000
1000 - 1100
1100 - 1200
1200 - 1300
1300 - 1400
1400 - 1500
1500 - 1600
1600 - 1700
1700 - 1800
1800 - 1900
1900 - 2000
2000 - 2100
2100 - 2200
2200 - 2300
2300 - 0000
00 - 15
17
6
3
2
1
1*
2
6
6
18
19
24
18
22
20
21
19
16
14
8
10
7
6
12
15 - 30
4
6
2
2
2
1
2
6
5
16
18
23
20
18
14
16
12
14
10
8
10
4
4
3
* Actual number of trips equals zero; however
substituted to prevent loss of data during
** Average of
Summer and Winter
results.
30 - 45
8
6
2
1
2
2
4
8
15
16
20
23
23
16
24
16
20
14
12
9
16
5
7
4
, value of one (1)
processing.

45 - 00
4
2
2
1
1
2
2
5
20
24
28
26
20
14
17
15
18
14
12
14
8
6
5
2


^EX SCOTT RESEARCH LABORATORIES, INC

-------
                                      D-l

SRL 2922 13  1271
                               APPENDIX  D
                           VOS Instrument System
                            Operating Checklist
   SCOTT RESEARCH LABORATORIES, INC

-------
                                   D-2




SRL 2922 13 1271
                VOS  INSTRUMENT  SYSTEM  OPERATING CHECKLIST
     Date:                              Driver:
     Start Time:	          Instrument  Operator:_




     Finish Time:                       Vehicle  Number :	
      Tape ID No.:	         Route Number:	




Instructions:




           Initial upon  completion  of each  instruction.   If instruction




cannot be accomplished  inform  supervisor.




      A.   INITIAL SWITCH & METER  STATUS




      To be completed prior  to  starting vehicle.




	1.  MAIN POWER switch in  OVERNITE (6 a.m. only)  or LUNCH/DINNER.
         2.  CAL/OPERATE switch in OPERATE.
         3.  ZERO/OPERATE switch in OPERATE.
         4.  CALIBRATE/OPER valve in CALIBRATE.
         _5.  RUN/HOLD switch in HOLD   (6  a.m.  only)  or  RUN.
         _6.  ELECTRONICS UNIT  SPEED  CALIBRATION  switch in OPERATE (down),
         7.  INVERTER ON/OFF switch in ON.
         8.  TAPE RECORDER ON/OFF switch in OFF.
         9.  DC VOLTMETER indicates 12-14 V-DC.
        _10.  AC VOLTMETER indicates ZERO V-AC.




        11.  BATT AMPS meter indicates ZERO AMPS.
     B.  INITIAL STARTUP




     To be completed when starting and checking out  instrument  system.




    	1.  Turn vehicle IGNITION ON and start vehicle.
        _2.  Turn MAIN POWER Switch to OPERATE.
     SCOTT RESEARCH LABORATORIES, INC

-------
                                   D-3

SRL 2922 13 1271

 	3.   Verify AC VOLTMETER indicates 140-160 V-AC.

 	I*.   Verify DC VOLTMETER indicates 12-14 V-DC.

 	5.   Verify BATT AMPS meter indicates less than 25 AMPS charging,
              and less than 5 AMPS discharging.

 	6.   Push RESET push button.

 	7.   Verify START indicator is OFF.

 	8.   Verify STOP indicator is ON.
         _9.   Verify all NIXIE READOUTS are lit.
        _10.   Clean TAPE RECORDER tape heads, guides, and rollers using tape
              head cleaning kit.  (At start of shift only).

        _11.   Load TAPE RECORDER with magnetic tape.

        _12.   Set TAPE RECORDER ON/OFF switch to ON.

        _13.   Verify TAPE RECORDER photocell lamps are ON.

         14.   Close TAPE RECORDER front cover.
        _15.  Push TAPE RECORDER LOAD button, wait for tape to stop at
              BOT Marker.

        _16.  Verify TAPE RECORDER WRITE STATUS & LOAD indicators are ON.

        _17.  Verify AC VOLTMETER indicates 140-160 V-AC.

        _18.  Verify DC VOLTMETER indicates 12-14 V-DC.
        _19.  Verify BATT AMPS meter indicates less than 25 AMPS charging,
              and less than 5 AMPS discharging.

         20.  Fasten SEAT BELTS and SHOULDER HARNESSES.
      C.   DATA ACQUISITION

      To  be completed when data acquisition is desired.

     	1.  Verify WRITE PERMIT indicator is ON.
         _2.   Verify EOT indicator is OFF.  Push RESET pushbutton if
              indicator is ON.

         _3.   Verify PARITY indicator is OFF.  Push PARITY pushbutton if
              indicator is ON.

         _4.   Verify STOP indicator is ON.
      SCOTT RESEARCH LABORATORIES. INC,

-------
                                   D-4

SRL 2922 13 1271



	5.  Set DAYS thumbwheel switches  to  proper  day-of-year.  (6 a.m. only)
        _6.  Set HOURS, MINUTES, and  SECONDS  nixie  readouts  to ap-
             propriate time-of-day.  (6  a.m.  only)

        _7.  Set RUN/HOLD  switch to RUN when  clock  nixie  readouts are
             synchronized  to  the correct  time-of-day.  (6  a.m.  only)

        _8.  Verify clock  SECONDS digits  update  once per  second,  and TIME
             nixies indicate  correct  time of  day.
        _9.  Set desired positions in FLEET,  WEATHER,  ROAD,  SEGMENT,
             TRIP, and ROUTE  thumbwheel switches.

        _10.  Set FLEET "000"  switch up.
        _11.  Perform Appendices A  &  B.
        _12.  Push START pushbutton to begin recording, verify  START
             indicator is ON, and tape motion has begun.

        _13.  Cycle RECORDED DATA selector switch and verify  RECORDED
             DATA nixie readouts match the corresponding  thumbwheel
             switches and/or nixie readouts.

        _14.  Set RECORDED DATA selector switch in the FLEET/SPEED/
             MANIFOLD position.

        _15.  Set the FLEET "000" switch to "000".

        _16.  Verify the FLEET indicators on the RECORDED  DATA  readouts
             are 000.

        _17.  Set the FLEET "000" switch up.
        _18.  Operate the vehicle on  the road and verify  the  SPEED  in-
             dicators on the RECORDED DATA readouts closely  match  the
             vehicle speedometer readings.

        _19.  Operate the vehicle on  the road and verify  the  MANIFOLD
             VACUUM nixie readouts indicate what the vehicle's  intake
             manifold vacuum should  be doing.

        _20.  Push STOP pushbutton, verify STOP  indicator is  ON,  and tape
             motion has stopped.

        _21.  Push TAPE RECORDER UNLOAD pushbutton  and wait for  tape to
             rewind to EOT marker.

        _22.  Push START pushbutton,  verify START indicator is ON,  verify
             tape motion has begun,  and drive test route.
     SCOTT RESEARCH LABORATORIES, INC

-------
                                   D-5

SRL 2922 13 1271


 NOTES;

      DURING VEHICLE OPERATION PERFORM  THE  FOLLOWING:

      1.  Periodically  inspect the  BATT AMPS meter  and notify
          supervisor if charging  rate exceeds  25 AMPS or  discharging
          rate exceeds  5 AMPS.

      2.  Periodically  inspect the  DC VOLTMETER and AC VOLTMETER
          and notify supervisor if  readings exceed  12-14  VDC and
          140-160 VAC,  respectively.

      3.  If PARITY indicator lights, reset with PARITY pushbutton.
          If indicator  continues  to light at each one second interval,
          push STOP pushbutton and  notify supervisor.

      4.  If EOT indicator  lights notify operations supervisor.

      5.  If STOP indicator lights  during data acquisition, verify
          tape motion has stopped and notify supervisor.

      6.  Periodically  cycle the  RECORDED DATA selector switch and
          verify RECORDED DATA matches  the  corresponding  thumbwheel
          switches and/or nixie readouts.   Return selector switch to
          FLEET/SPEED/MANIFOLD position.  Notify supervisor if data
          does not match.

      7.  Periodically  glance at  the  supply reel on the tape recorder and
          verify that sufficient  tape is available  for data acquisition
          needs.

      8.  DO NOT push EOF pushbutton  until  instructed to  do so.  Notify
          supervisor if EOF pushbutton  is accidentally pushed.

      9.  Notify supervisor of any  abnormal instrument operations.


      D.  COFFEE BREAK  CONTINGENCY

      To be completed prior to short  coffee breaks.

      CAUTION:  Do not  turn vehicle IGNITION OFF.

 	1.  Push STOP push button,  verify STOP indicator is ON, and tape
              motion has stopped.

 	2.  Verify system voltages  are OK.
          3.  Lock vehicle.
          4.  Go to coffee break.
     SCOTT RESEARCH LABORATORIES, INC

-------
                                   D-6

SRL 2922 13 1271

     E.  POST  COFFEE  BREAK DATA ACQUISITION

     To be  completed  upon conclusion of coffee break.

	1.  Push  START pushbutton,  verify START indicator is ON and
             tape  motion  has begun.

	2.  Cycle RECORDED DATA selector  switch and verify RECORDED
             DATA  matches the  corresponding thumbwheel switches or
             nixie readouts.

	3.  Verify SPEED and  MANIFOLD VACUUM data is  OK.
      NOTES:

      Refer  to  notes  following  Section C,  DATA ACQUISITION.


      F.   LUNCH/DINNER BREAK CONTINGENCY

      To be  completed prior  to  lunch,  dinner,  or  long  breaks.

      CAUTION:   Park  VEHICLE in shade.

     	1.  Push  STOP pushbutton,  verify STOP indicator is ON and tape
             motion  has stopped.

     	2.  Push  EOF pushbutton  twice.   Verify  tape  motion while pushing
             EOF pushbutton.

     	3.  Turn  CALIBRATE/OPER  valve to CALIBRATE.
         _4.   Push  UNLOAD  pushbutton  on TAPE RECORDER and wait for tape
              to  rewind  to EOT marker.

         _5.   Push  UNLOAD  pushbutton  on TAPE RECORDER and wait for tape to
              rewind  completely.

         _6.   Set TAPE RECORDER ON/OFF  switch to  OFF.

         _7.   Remove  tape  and secure  with  rubber  sponge.
         _8.  Remove WRITE PERMIT  RING  from back  of  reel.
         _9.   Store  tape  in plastic  container  and fill out tape ID sticker.
        _10.  Turn MAIN POWER  switch  to  LUNCH/DINNER.
        _11.  Turn vehicle  IGNITION  OFF and remove vehicle keys.
        _12.  Verify DC VOLTMETER indicates  12-14  V-DC.
     SCOTT RESEARCH LABORATORIES, INC

-------
                                   D-7

SRL 2922 13 1271

	13.   Verify AC VOLTMETER indicates ZERO V-AC.

	14.   Verify BATT AMPS meter indicates less than 1 AMP dis-
              charge.

	15.   Go to LUNCH/DINNER.
     G.   OVERNITE SYSTEM SHUTDOWN ONLY

     To be  completed prior to OVERNITE SYSTEM SHUTDOWN ONLY.

     	1.   Push STOP pushbutton,  verify STOP indicator is ON and tape
              motion has stopped.

     	2.   Push EOF pushbutton  twice.   Verify tape motion while push-
              ing  EOF pushbutton.

     	3.   Turn CALIBRATE/OPER  valve to CALIBRATE.
         _4-  Push  UNLOAD  pushbutton on TAPE RECORDER and wait for tape
             to  rewind  to BOT marker.

         _5.  Push  UNLOAD  pushbutton on TAPE RECORDER and wait for tape
             to  rewind  completely.

         _6.  Turn  TAPE  RECORDER ON/OFF switch to  OFF.
         _7.  Remove  tape  and  secure  with  rubber sponge.
         8.  Remove WRITE PERMIT  RING  from back of  reel.
         _9.  Store tape in plastic  container  and  fill  out  tape  ID sticker.
        10.  Turn MAIN POWER  switch  to OVERNITE.
        _11.  Set RUN/HOLD switch  to HOLD.
        _12.  Turn vehicle IGNITION OFF and remove vehicle keys.
       _13.  Verify DC VOLTMETER indicates  12-14 V-DC.
       _14.  Verify AC VOLTMETER indicates ZERO V-AC.
       _15.  Verify BATT AMPS meter indicates ZERO AMPS.
       _16.  Go to bed.
                                COMMENTS
    SCOTT RESEARCH LABORATORIES. INC

-------
                                   D-8

SRL 2922 13 1271



             VOS INSTRUMENT SYSTEM OPERATING  CHECKLIST

                                                          Vehicle No.

                                                          Date	

                              Appendix A.


           To be  completed when checking out manifold vacuum signal.
     _1.   Set  ZERO/OPERATE switch  to ZERO and verify MANIFOLD VACUUM
          nixies  indicate  00.0.  Reset  ZERO/OPERATE switch to OPERATE.

     _2.   Adjust  BAL  pot to obtain MANIFOLD VACUUM reading of 00.0 4 0.1,

     _3.   Set  CAL/OPERATE  switch to CAL and adjust Eadj  pot to obtain
          MANIFOLD  VACUUM  nixies reading of 	.	+ 0.1.  Reset
          CAL/OPERATE switch to OPERATE, and verify MANIFOLD VACUUM
          nixies  indicate  00.0 + 0.1.

      4.   Turn CALIBRATE/OPERATE valve  to OPERATE.
     SCOTT RESEARCH LABORATORIES. INC

-------
                                   D-9

SRL 2922 13 1271
                VOS INSTRUMENT  SYSTEM OPERATING CHECKLIST


                                                  Vehicle No.

                                                  Date
                               Appendix  B


          To be completed when checking  out  speed  signal.


      _1.  Push START  pushbutton,  verify  START indicator is ON, and
          tape motion has begun.

      _2.  Verify  SPEED  nixies  indicate 00.0.

      _3.  Set SPEED CAL switch to CAL position (up).

      4.  Adjust  SPEED  CAL  pot to obtain a speed nixies indication
          of	. 	+0.1.*

      _5.  Reset SPEED CAL switch  to OPERATE  position (down), and
          verify  SPEED  nixies  indicate 00.0.

      _6.  Push STOP pushbutton, verify STOP  indicator is ON, and
          tape motion has stopped.
*  Different  for  each VOS  vehicle.
     SCOTT RESEARCH LABORATORIES, INC

-------
                                   E-l

SRL 2922-13-1271
                                APPENDIX E
                      Compacted Matrices  Describing
                        Vehicle Operating Patterns
      SCOTT RESEARCH LABORATORIES. INC

-------
                                  E-2

SRL 2922-13-1271


          Appendices El through Ell present matrices describing

vehicle operating patterns for each of the five individual cities,  the

five-city composite, the LA-4 road route, and the three Detroit road

routes.  For each of the survey areas, the following data matrices

are given:

        * o  Compacted Total-Time-in-Mode Matrix

        * o  Compacted Mode-Frequency Matrix

          o  Compacted Normalized-Time-in-Mode Matrix

          o  Compacted Normalized-Mode-Frequency Matrix

          o  Compacted Transition-Probability Matrix

          o  Compacted Average-Time-in-Mode Matrix


          It should be noted that the compacted total-time-in-mode  and

compacted mode-frequency matrices contain smaller values than those

actually observed during the surveys because of the matrix merging

operations performed.  The values given are, however, proportional  to

the true value (see Section 3.5, Vol. I).
*  Not appropriate to the five-city composite because of sample size and
   weighting factor differences.
      SCOTT RESEARCH LABORATORIES, INC

-------
                                  El-1

SRL 2922 13 1271
                               APPENDIX  El
                         Compacted Matrices for
                  Los Angeles Composite  Survey Results
     SCOTT RESEARCH LABORATORIES, INC

-------
                                                                                                  CO
                                                                                                  pd

     COMPACTED TOTAL TIME IN MODE MATRIX FCR LOS ANGELES                                          to
                                                                                                  N>
                                                                                                  N5
    INITIAL                                 FINAL SPEED, PPH                                       M
o   SPEED,   0     5    10    15>    20    25    30    35    40    45    50    55    60    65       w
3   MPH                                                                                            K
30                                                                                                 ^J
W                                                                                                 M
«     0   64712  3192  2421  2483  4305  9562 17021 19664 12762  4717   874   184     27     59
8
35     5    3335  4488  1510  1205  1487  1981  307b  3834  2316   892   224    51     60     26

o    10    1904  1546  4359  1706  2145  2832  3293  2559   981   432   145   112     68     68

|    15    2128   910  1561  4685  2403  2895  3545  3325  2110   760   224   248   178   335
B
~    20    4139  1271  1353  1848  7804  3819  3549  2529  1288   440   150   202   107     72
O
     25    8705  2217  2068  2284  3066 15426  6026  3602  1867   776   348   327   349   244

     30   14132  3152  2738  3135  2820  5298 30070  7608  2550   947   305   385   254   363

     35   15771  3100  2601  3321  2083  3197  6697 37215  6184  1631   464   151   131   228

     40   10804  1848  1225  1648  1015  1365  2168  5597 27055  3117  1088   604   247   198

     45    4087   769   524   618   331   517   891  1407  2886 15004  1994   898   466   113

     50    1124   231   337   150   205   162   247   356   802  1780 10629  2092   853   343

     55    727    96   101    89   123   217   241   177   475   652  1941  13399   2648   1155

     60    468   121    50    55    91    60    53   199   172   414   881  2569  20768   3157

     65    500   124    48    15    21    11     2    82   106   143   341  1069   3002  28043
i

-------
j»*t ' v.unp
***^ IM IT I
| SPEEC
3 MPH
90
1 °
1 5
§ 10
90
S 15
90
P 20
* 25
30
35
40
45
50
55
60
65
All tU
AL
>. 0
6224
962
363
292
494
864
1136
1100
685
224
55
29
17
17
nuut i-
5
866
2566
418
165
178
252
282
235
126
43
11
5
6
4
KEWUfcN
10
446
371
2309
379
238
277
282
214
87
32
17
4
2
2
CY MAT
15
331
184
356
2536
450
355
365
304
128
41
9
4
2
1
RIX FOR LOS ANbELbb
FINAL SPEEDt HPH
20 25 30 35 40
455
176
300
500
2903
688
401
222
91
24
13
6
4
1
817
192
307
379
779
4286
1125
423
140
40
11
12
3
1
1174
234
283
346
417
1208
5447
1416
261
79
19
15
3
0
1186
252
182
257
207
389
1460
5259
1128
163
32
14
11
4
680
135
62
136
91
147
259
1135
3387
598
95
41
13
6
45
223
46
23
43
25
48
74
150
577
1716
357
77
37
9
50
36
10
8
11
7
17
17
35
102
354
1110
391
96
28
55
7
2
5
11
9
16
20
a
40
79
385
1181
499
108
60
1
2
2
7
5
15
12
7
14
33
82
481
1259
581
CO
rs
« g
NJ
* S
to
1 ^
2
11
3
9
14
10
1C
6
22
102
566
761

-------
      COMPACTED  NORMALIZED TOTAL TIME MATRIX FOR LOS ANGELES
                                                                                                CO
                                                                                                s
     INITIAL                                 FINAL SPEED, MPH
     SPEED,   0     5    10    15    20    25    30    35    40    45    50    55    60    65    £
     MPH                                                                                         K
2                                                                                               *""
H      0  10.133  0.500 0.379 0.389 0.674 1.497 2.665 3.079 1.998 0.739 0.137 0.029 0.004 0.009   w
%                                                                                               K
g      5   0.522  0.703 0.236 0.189 0.233 0.310 0.482 0.600 0.363 0.140 0.035 0.008 0.009 0.004   M
30
=     10   0.298  0.242 0.683 0.267 0.336 0.444 0.516 0.401 0.154 0.068 0.023 0.018 0.011 0.011

|     15   0.333  0.143 0.244 0.734 0.376 0.453 0.555 0.521 0.330 0.119 0.035 0.039 0.028 0.052

g     20   0.648  0.199 C.212 0.289 1.222 0.598 0.556 0.396 0.202 O.C69 0.024 0.032 0.017 0.011
m
3     25   1.363  0.347 0.324 0.358 0.480 2.415 0.944 0.564 0.292 0.122 0.055 0.051 0.055 0.038
o
      30   2.213  0.494 0.429 0.491 0.442 0.830 4.709 1.191 0.399 0.148 0.048 0.060 0.040 O.C57

      35   2.470  0.485 0.407 0.520 0.326 0.501 1.049 5.827 0.968 0.255 0.073 0.024 0.020 0.036       M
                                                                                                    *•
      40   1.692  0.289 0.192 0.258 0.159 0.214 0.339 0.876 4.236 0.488 0.170 0.095 0.039 0.031

      45   0.640  0.120 0.082 0.097 0.052 0.081 0.139 0.220 0.452 2.349 0.312 0.141 0.073 0.018

      50   0.176  0.036 0.053 0.023 0.032 0.025 0.039 0.056 0.126 0.279 1.664 0.328 0.134 O.C54

      55   0.114  0.015 0.016 0.014 0.019 0.034 0.038 0.028 0.074 0.102 0.304 2.098 0.415 0.181

      60   0.073  0.019 0.008 0.009 0.014 0.009 0.008 0.031 0.027 0.065 0.138 0.402 3.252 0.494

      65   0.078  0.019 0.008 0.002 0.003 0.002 0.000 0.013 0.017 0.022 0.053 0.167 0.470 4.391
                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         =  10.133
                             PERCENT CRUISE       =  34.284
                             PERCENT ACCELERATION =  29.778
                             PERCENT DECELERATION =  25.823

-------
 COMPACTED NORMALIZED MODE FREQUENCY  MATRIX FOR LOS  ANGELES                                 M
                                                                                            P
INITIAL                                FINAL SPEED,  MPH                                     M
SPEED,  0     5    10     15    20     25    30    35    40    45     50     55     60    65    £
MPH                                                                                         N>
°
3      0   7.601 1.058 0.544 0.404 0.555 0.997 1.434 1.449 0.831 0.273 0.044 0.008 0.001 0.003

n      5   1.174 3.134 0.454 0.225 0.215 0.234 0.286 0.308 0.165 0.056 0.012 0.003 0.002 0.001
so
*     10   0.443 0.510 2.820 0.435 0.367 0.375 0.345 0.222 0.076 0.028 0.009 0.006 0.003 0.003

|     15   0.357 0.202 0.463 3.098 0.610 0.462 0.422 0.314 0.166 0.053 0.013 0.013 0.008 0.013

|     20   0.603 0.217 0.291 0.549 3.545 0.952 0.509 0.253 0.111 0.031 0.009 0.012 0.006 0.003
H
*     25   1.056 0.308 0.338 0.434 0.840 5.234 1.476 0.475 0.180 0.059 0.021 0.019 0.018 0.011

      30   1.387 0.344 0.344 0.446 0.490 1.374 6.651 1.783 0.317 0.090 0.021 0.024 0.015 0.017

      35   1.343 0.287 0.261 0.371 0.271 0.517 1.729 6.423 1.386 0.183 0.042 0.010 0.009 0.012

      40   0.836 0.153 0.106 0.156 0.112 0.171 0.31? 1.377 4.136 0.705 0.124 0.048 0.017 0.012

      45   0.273 0.052 0.039 0.050 0.029 0.049 0.097 0.199 0.730 2.095 0.432 0.097 0.040 0.007

      50   0.067 0.013 0.021 0.011 0.016 0.014 0.023 0.039 0.117 0.436 1.356 0.470 0.101 0.027

      55   0.035 0.006 0.005 0.005 0.008 0.015 0.019 0.017 0.050 0.094 0.478 1.443 0.587 0.125

      60   0.021 0.007 0.003 0.002 0.005 0.004 0.004 0.013 0.015 0.045 0.117 0.609 1.537 0.692

      65   0.021 0.005 0.002 0.001 0.001 0.001 0.000 0.005 0.007 0.011 0.034 0.132 0.709 0.930



                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         -   7.601
                             PERCENT CRUISE       =  42.401
                             PERCENT ACCELERATION =  25.040
                             PERCENT DECELERATION =  24.961
                                                                                               I
                                                                                               Cn

-------
      COMPACTED TRANSITION PROBABILITY MATRIX FOR LOS ANGELES
     INITIAL                                 FINAL SPEED, MPH
g    SPEED,   0     5    10    15    20    25    30    35    40    45    50    55    60     65    vo
3    MPH                                                                                         K

|      o   ***** 13.92  7.16  5.32  7.30 13.12 18.86 19.06 10.93  3.59  0.58  0.11  0.01   0.04   "

£      5   37.48 ***** 14.47  7.17  6.86  7.48  9.12  9.82  5.26  1.79  0.38  0.09  0.06   0.03   M

§     10   15.70 18.09 ***** 15.41 13.00 13.28 12.23  7.87  2.70  0.99  0.33  0.20  0.10   0.09
>
3     15   11.52  6.52 14.94 ***** 19.69 14.93 13.63 10.14  5.36  1.71  0.43  0.42  0.27   0.43
yo
H
^     20   17.00  6.12  8.20 15.50 ***** 26.85 14.36  7.14  3.12  0.87  0.25  0.33  0.17   0.10
n
      25   20.17  5.89  6.45  8.29 16.05 ***** 28.19  9.07  3.44  1.12  0.40  0.37  0.34   0.21

      30   20.85  5.17  5.18  6.70  7.37 20.65 ***** 26.81  4.76  1.35  0.32  0.37  0.22   0.25

      35   20.91  4.48  4.07  5.78  4.22  8.05 26.93 ***** 21.58  2.85  0.66  0.16  0.14   0.19

      40   20.21  3.71  2.57  3.77  2.70  4.13  7.71 33.29 ***** 17.04  3.00  1.17  0.42   0.29

      45   13.04  2.50  1.86  2.36  1.40  2.35  4.61  9.52 34.86 ***** 20.62  4.61  1.92   0.35

      50    4.96  0.99  1.54  0.80  1.22  1.01  1.73  2.90  8.60 32.15 *****  34.65  7.43   2.03

      55    2.43  0.39  0.38  0.32  0.53  1.03  1.31  1.15  3.46  6.54 33.11  *****  40.68   8.67

      60    1.34  0.44  0.17  0.15  0.33  0.27  0.23  0.87  1.00  2.93  7.64  39.63  *****  45.00

      65    2.25  0.56  0.20  0.10  0.16  0.08  0.03  0.58  0.75  1.22  3.65  14.15  76.26  *****

-------
90
>•
 COMPACTED AVERAGE TIME IN MODE MATRIX FOR LOS ANGELES

INITIAL                                FINAL SPEED, MPH
SPE
MPH
     SPEED,   0     5    10    15    20    25    30    35    40    45    50     55     60     65    o
       0  1Q.40  3.69  5.43  7.50  9.47 11.71 14.50 16.57 18.75 21.13 24.29  27.55  31.04  25.80


£      5   3.47  1.75  4.07  6.55  8.45 10.33 13.13 15.22 17.16 19.42 23.23 23.07  38.00  33.00

g     10   5.25  3.70  1.89  4.79  7.14  9.24 11.66 14.08 15.71 18.94 18.99 24.41  29.96  31.70

§     15   7.28  5.50  4.12  1.85  4.81  7.65 10.25 12.92 15.53 17.52 20.52 23.27  25.65  30.63

£     20   8.39  7.15  5.69  4.11  2.69  4.90  8.52 12.21 14.23 17.39 20.56 21.38  21.88  25.72

°     25  10.07  8.79  7.48  6.43  4.46  3.60  4.99  9.27 12.68 16.11 20.08 20.76  23.71  26.99

      30  12.44 11.19  9.71  8.59  7.03  4.71  5.52  5.21  9.83 12.85 17.74 19.32  20.85  26.58

      35  14.34 13.17 12.15 10.93  9.39  7.55  4.73  7.08  5.45 10.89 13.34 17.97  18.23  23.23      w
                                                                                                    i
      40  15.78 14.72 14.08 12.92 11.09  9.76  8.30  4.96  7.99  5.40 10.69 15.25  17.55  19.87      ***

      45  18.26 17.89 16.44 15.24 13.77 12.82 11.27  8.61  4.83  8.74  5.64 11.37  14.10  18.83

      50  20.43 21.06 19.68 16.77 15.16 14.53 12.88 11.07  8.40  4.99  9.58  5.44  10.34  15.27

      55  25.30 20.70 22.67 23.87 19.57 17.79 15.63 13.04 11.62  8.44  4.96 11.34  5.51  11.28

      60  27.67 21.94 23.98 29.64 22.00 17.36 18.10 18.28 13.66 11.22  9.16  5.15  16.50  5.57

      65  29.24 28.93 31.67 18.68 18.00 18.00  0.0  18.47 18.74 15.40 12.28  9.92  5.17  36.83

-------
                                  E2-1

SRL 2922 13  1271
                               APPENDIX E2
                         Compacted  Matrices for
                    Houston Composite Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
®
i
so
M
SO
o
00
o
so
1
^









COM
INIT
SPEE
MPH

0
5
10
15
20
25
30
35
40
45
50
55
60
65
PACTED
IAL
D, 0

48760
1354
1092
1625
3345
6913
10297
11138
4438
1518
572
333
137
116
TOTAL
5

1284
1514
450
536
931
1773
2401
1434
715
180
46
74
58
0
TIME I
10

1433
489
1654
620
848
1651
2237
1902
783
135
47
42
22
16
N MOOE

2398
611
719
2655
1090
1580
1941
1545
525
299
19
54
5
23
MATRIX FOR
Fl
20 25

3949
1008
1448
1394
5531
2643
2190
1413
475
195
120
45
0
0

7598
1794
2077
1992
3179
14714
5205
2045
749
182
56
2
15
0
HOUSTON
INAL SPEEDt MPH
30 35 40

11592
2178
2677
1972
2612
5765
31310
6391
139*
309
306
75
69
45

11142
1752
2020
2253
1438
2666
6929
37297
3730
754
260
192
117
37

4485
720
813
980
699
647
1442
4049
17838
1585
418
197
85
42
45

1335
109
234
238
383
286
447
946
1880
8295
1352
382
153
23
50

272
77
24
153
82
47
169
259
466
1443
7988
1977
653
98
55

273
42
127
148
18
38
192
209
269
583
1938
14399
1957
244
60

24
5
51
33
36
0
45
79
165
158
421
2239
11776
1016
CO
p
65 £
KJ
K>
I-1
69 W
^i
N>
0 M
32
124
0
0
62
45
10
99
165
321
935
3771
M

 I
K>

-------
«©
1
SO
en
M
55
n
a
O
90
§
2
£
1







COMPACTED
INITIAL
SPEED, 0
MPH
0

5
10
15
20
25
30
35
40
45
50
55
60
65
3988

406
204
251
434
706
841
748
270
89
28
14
5
4
MODE FRT:QUFNCY MATRIX FOR HOUSTON
FINAL SP
5 10 15 20 25 30
355

1331
131
102
152
215
223
103
49
10
3
3
2
0
297

136
1471
178
155
230
247
159
55
9
2
2
1
1
353

110
183
1639
281
258
228
136
44
20
2
3
0
I
447

138
237
323
2272
609
290
147
40
14
8
2
0
0
705

194
249
286
707
3653
1121
258
69
15
4
0
1
0
836

174
245
207
324
1265
4558
1355
164
31
23
4
3
2
EED, FPH
35 40
672

117
149
187
131
289
1394
3915
833
94
25
13
6
2
236

43
49
68
58
55
151
869
197^
345
46
15
6
2
45
63

6
13
15
24
22
34
98
374
981
284
43
14
2
50
12

4
1
9
4
3
12
21
44
279
866
412
70
8
55
11

2
5
6
1
2
10
13
21
56
382
964
433
25
60
1

0
2
1
1
0
3
4
11
12
46
424
737
215
w
P
65 £
N>
N)
2 £
ro
0 M
1
5
0
0
2
2 H
tsj
1 "
7
13
31
196
262

-------
      COMPACTED NORMALIZED TOTAL TIME MATRIX FOR HOUSTON

     INITIAL                                FINAL  SPEED, MPH
     SPEED,  0     5    10    15    20    25    30    35    40    45     50     55     6Q     65
%    MPH

3      0 11.300 0.298 0.332 0.556 0.915 1.761 2.687 2.582  1.040 0.310  0.063  0.063  0.005  0.016
ao
jf>      b  0.314 0.351 0.113 0.142 n.234 0.416 0.505 0.406  0.167 0.025  0.018  0.010  0.001  0.0

*     10  0.253 0.104 0.383 0.167 0.336 0.481 0.620 0.468  0.188 0.054  0.006  0.029  0.012  0.007

|     15  0.377 0.124 0.144 0.615 0.323 0.462 0.457 0.522  0.227 0.055  0.035  0.034  0.008  O.C29

§     20  0.775 0.216 0.197 0.253 1.282 0.737 0.605 0.333  0.162 0.089  0.019  0.004  0.008  0.0
S
3     25  1.602 0.411 C.383 0.366 0.613 3.410 1.336 0.618  0.150 0.066  0.011  0.009  0.0   0.0

      30  2.386 0.556 0.5l8 0.450 0.508 1.206 7.256 1.606  0.334 0.104  0.039  0.044  0.010  0.014

      35  2.581 0.332 0.441 0.358 0.327 0.474 1.481 8.644  0.938 0.219  0.060  0.048  0.018  0.010

      40  1.029 0.166 0.182 0.122 0.110 0.174 0.323 0.865  4.134 0.436  0.108  0.062  0.038  0.002

      45  0.352 0.042 0.031 0.069 0.045 0.042 0.072 0.175  0.1*67 1.922  0.334  0.135  0.037  0.023

      50  0.133 0.011 0.011 0.009 0.028 0.013 0.071 0.060  0.097 0.313  1.851  0.449  0.097  0.038

      55  0.077 0.017 0.010 0.013 0.011 0.000 0.017 0.045  0.046 0.089  0.458  3.337  0.519  0.074

      60  0.032 0.013 0.005 0.001 0.0   0.004 0.016 0.027  0.020 0.036  0.151  0.454  2.729  0.217

      65  0.027 0.0   0.004 0.005 0.0   0.0   0.010 0.009  0.010 0.005  0.023  0.057  0.235  0.874



                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE          =   11.300
                             PERCENT CRUISE        =   36.789
                             PERCENT ACCELERATION  =   27.349
                             PERCENT DECELERATION  =   24.584
ro
I

-------
      COMPACTED NORMALIZED MODE FREQUENCY MATRIX FOR HOUSTON                                     w
                                                                                                 P
     INITIAL                                 FINAL SPEED, MPH                                     ^
     SPEED,   0     5    10    15    20    25    30    35    40    45    50    55    60    65     £
     MPH                                                                                          *»

3      0   6.969 0.620 0.518 0.616 0.781 1.232 1.461 1.175 0.413 0.109 0.020 0.019 0.001 0.003    "
3                                                                                                %
g      5   0.710 2.327 0.237 0.193 0.242 0.340 0.305 0.205 0.075 0.010 0.007 0.004 0.000 0.0      ^

*     10   0.356 0.230 2.570 0.320 0.415 0.435 0.428 0.261 0.087 0.023 0.002 0.009 0.003 0.002

|     15   0.440 0.179 0.311 2.864 0.565 0.500 0.362 0.326 0.119 0.026 0.015 0.010 0.002 0.008

g     20   0.758 0.265 0.271 0.491 3.971 1.235 0.566 0.229 0.102 0.042 0.008 0.001 0.002 0.0
B
g     25   1.234 0.375 0.403 0.450 1.065 6.384 2.211 0.506 0.096 0.038 0.005 0.003 0.0   0.0
O
      30   1.470 0.390 0.432 0.399 0.507 1.960 7.965 2.437 0.263 0.060 0.021 0.018 0.005 0.004

      35   1.308 0.181 0.278 0.238 0.257 0.451 2.369 6.841 1.518 0.171 0.037 0.023 0.007 0.003

      40   0.472 0.086 0.096 0.076 0.071 0.121 0.287 1.457 3.451 0.653 0.077 0.036 0.019 0.001

      45   0.155 0.018 0.016 0.034 0.025 0.027 0.055 0.164 0.603 1.714 0.487 0.098 0.020 0.011

      50   0.049 0.006 0.004 0.004 0.014 0.007 0.041 0.043 0.080 0.496 1.513 0.667 0.080 0.022

      55   0.024 0.005 0.003 0.005 0.003 0.000 0.008 0.022 0.026 0.075 0.720 1.685 0.742 0.054

      60   0.009 0.004 0.001 0.000 0.0   0.001 0.006 0.010 0.010 0.024 0.122 0.757 1.287 0.342

      65   0.007 0.0   0.002 0.001 C.O   0.0   0.004 0.004 0.004 0.003 0.014 0.043 0.376 0.458



                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         =   6.969
                             PERCENT CRUISE       =  43.031
                             PERCENT ACCELERATION =  25.427
                             PERCENT DECELERATION =  24.573
i

-------
      COMPACTED TRANSITION PROBABILITY MATRIX FOR HOUSTON                                         w
                                                                                                  &
     INITIAL                                FINAL SPEED. MPH
o    SPEED,   0     5    10    15    20    25    30    35    40     45     50     55     60    65     vo
3    MPH                                                                                          £

"                                                                                                 c
I      0  *****  8.90  7.44  8.84 11.21 17.68 20.96  16.85  5.92   1.57   0.29   0.27  0.02  0.05
38                                                                                                 SJ
=      5  30.50 ***** 10.18  8.29 10.40 14.59 13.10  8.81  3.24   0.43   0.28   0.16  0.01  0.0     M

o     10  13.85  8.93 ***** 12.45 16.14 16.94 16.63  10.16  3.37   0.89   0.08   0.34  0.12  0.08
30

g     15  15.35  6.24 10.87 ***** 19.73 17.45 12.65  11.39  4.17   0.90   0.54   0.34  0.09  0.29
M
      20   19.10  6.68  6.82 12.36 ***** 31.11 14.27  5.77  2.56   1.05   0.20   0.03  0.06  0.0

      25   19.33  5.87  6.30  7.05 16.68 ***** 34.63  7.92  1.50   0.59   0.07   0.05  0.0   0.0

      30   18.46  4.89  5.42  5.01  6.37 24.61 ***** 30.59  3.31   0.75   0.26   0.23  0.06  0.05

      35   19.12  2.64  4.07  3.48  3.76  6.59 34.62 ***** 22.19   2.50   0.54   0.33  0.10  0.05       w
                                                                                                     ho
                                                                                                      I
      40   13.69  2.49  2.77  2.21  2.05  3.50  8.31 42.21 *****  18.93   2.22   1.05  0.54  0.03       °*

      45    9.05  1.06  0.92  2.00  1.47  1.58  3.18  9.57 35.18  *****  28.41   5.72  1.19  0.67

      50    3.24  0.37  0.23  0.24  0.94  0.45  2.71  2.84  5.30  32.78  *****  44.10  5.32  1.47

      55    1.41  0.29  0.18  0.27  0.17  0.02  0.47  1.31  1.51   4.44  42.72  ***** 44.01  3.21

      60    0.67  0.33  0.11  0.03  0.0   0.12  0.43  0.77  0.80   1.86   9.47  58.83 ***** 26.59

      65    1.46  0.0   0.45  0.27  0.0   0.0   0.85  0.95  0.84   0.70   2.97   9.38 82.13 *****

-------
      COMPACTED AVERAGE TIME IN MODE MATRIX FOR HOUSTON                                           OT
                                                                                                  5
     INITIAL                                 FINAL SPEED, KPH
     SPEED,   0     5    10    15    20    25    30    35    40     45     50    55    60    65     ;?
     MPH                                                                                           S
|      0   12.23  3.62  4.83  6.80  8.83 10.78 13.87 16.58  19.00  21.35  23.33 25.19 28.22 35.31
90
§     10   5.36  3.43  1.12  3.93  6.10  8.34 10.94 13.51  16.43  17.80  20.66 25.29 28.00 26.16
30

g     15   6.46  5.24  3.48  1.62  4.31  6.97  9.51 12.07  14.35  16.14  17.31 26.39 23.71 25.91
mjg

"     20   7.71  6.13  5.47  3.88  2.43  4.50  8.06 10.97  12.00  16.09  18.59 28.00 28.79  0.0
3
      25   9.79  8.26  7.17  6.14  4.34  4.03  4.56  9.21  11.79  13.17  17.39 20.70  0.0   0,0

      30  12.24 10.77  3.06  9.50  7.55  4.64  6.87  4.97  9.57  13.01  14.29 18.38 16.82 26.20

      35  14.88 13.88 11.94 11.34  9.60  7.92  4.72  9.53  4.66  9.67  12.18 16.09 20.52 23.03

      40  16.42 14.56 14.30 12.07 11.74 10.83  8.50  4.48  9.03  5.03  10.63 12.97 15.38 15.14

      45  17.09 17.36 14.92 15.23 13.51 11.78  9.91  8.03  4.59  8.46   5.18 10.39 13.50 15.21

      50  20.38 14.26 23.00 18.90 14.82 14.21 13.03 10.56  9.10  4.76   9.22  5.07  9.13 12.99

      55  24.44 27.05 23.69 20.65 28.00  0.0  16.56 15.22  13.52  8.93   4.80 14.93  5.28 10.38

      60  27.92 24.25 27.69  0.0   0.0  18.00 21.53 20.75  14.48  11.16   9.36  4.52 15.99  4.78

      65  30.25  0.0  14.00 33.00  0.0   0.0  20.25 14.71  19.14  12.31  12.60  9.94  4.72 14.38
                                                                                                  CrJ
                                                                                                  ro
       5   3.33  1.14  3.61  5.53  7.28  9.23 12.49 14.94  16.68  18.81  20.28 20.41  0.0   0.0     M
                                                                                                     to
                                                                                                     I

-------
                                   E3-1

SRL 2922 13 1271
                               APPENDIX E3
                         Compacted Matrices for
                   Cincinnati Composite Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
©
§
90
i
90
O
1
o
90
3









COM
INIT
SPEE
MPH

0
5
10
15
20
25
30
35
40
45
50
55
60
65
PACTED
IAL
Dt 0

66666
2045
1823
2016
4903
13571
16665
14328
7241
2096
1096
676
242
73
TOTAL

2414
1796
665
515
2115
2326
2803
2193
1015
550
105
10
0
142
TIME IN MODE
10 15

1978
620
1966
663
1482
2634
2397
1837
736
323
91
49
0
0

2937
885
905
3047
1638
2463
2301
2107
1212
549
162
0
0
0
MATRIX FOR
F]
20 25

6448
1628
1857
2386
9370
4620
3745
1885
741
573
118
0
0
0

13630
3110
3510
3213
5430
22868
7430
3568
1283
386
60
112
0
0
CINCINNATI
[NAL SPEED, PPH
30 35 40

17612
2906
2352
3372
4363
8970
36474
8558
3203
677
227
143
498
M

14253
2438
2785
2159
2999
3642
10254
36147
6063
1455
555
174
111
179

7618
1255
842
1450
1438
1535
3460
7093
22238
2698
625
245
143
36
45

3560
478
297
851
172
122
379
1792
3482
10446
1796
647
327
341
50

1503
322
113
223
60
97
268
293
705
2363
6617
1966
444
80
55

526
222
17
17
15
89
67
99
315
1002
1853
7540
1481
319
60

252
71
0
140
77
50
29
125
273
504
814
1149
8540
1423
to
65 £o
NJ
i—"
0 w
&—••
NJ
0 M
30
0
11
121
0
I
98
220
377
291
1640
13255
w
u>
N>

-------
©
COMPACTED MODE FREQUENCY MATRIX FOR CINCINNATI
1M1 1 IAL
O
4
so
PI
at
£
i
0
o
so
S
—
z
P









SPEED,
MPH

0

5

10
15

20


25
30
35
40
45
50
55
60
65
0


6604

680

342
307

644


1457
1456
1065
492
123
54
32
9
3
5


717

2096

219
100

316


278
261
178
63
34
6
1
0
8
10


431

191

2015
198

260


351
246
161
54
20
7
3
0
0
15


439

140

234
2316

428


371
279
224
112
42
13
0
0
0
20


743

205

285
513

3771


1051
552
210
77
47
11
0
0
0






FINAL SPEED, *PH
25


1286

323

421
445

1154


5996
1744
497
142
29
8
5
0
0
30


1311

247

213
363

541


1907
7154
1944
454
7?
19
o
29
1
35


949

176

207
209

295


423
2181
6030
1383
185
59
13
7
8
40


460

80

63
109

113


129
385
1502
3579
608
75
26
9
2
45


168

26

21
54

12


10
28
210
674
1759
421
82
24
29
50


71

14

6
13

3


8
19
25
84
430
1144
409
58
10
55


19

11

1
1

1


4
2
6
17
108
359
869
326
33
60


10

2

0
4

3


2
1
8
22
41
84
263
783
293
V)
P

65 £
N3
,_
o w
to
0 ^

1
0

1


5
0
0
4
13
29
27
321
388
u>

-------
 COMPACTED NORMALl/EO TOTAL TIME  MATRIX  FUR CINCINNATI

INITIAL                                FINAL  SPEED,  *PH
SPEED,  0     5    10     15     20    25    30     35     40     45    50    55    60    65
MPH

  0 11.357 0.411 0.337  0.500  1.098  2.322 3.000  2.428 1.298  0-606 0.256 0.090 0.043 O.C
8
o

90
g      5   0.348  0.306 0.106 0.151 0.277 0.530 0.495 0.415 0.214 0.081 0.055 0.038 0.012  O.C      M
90
*     10   0.310  0.113 0.335 0.154 0.316 0.598 0.401 0.474 0.143 0.051 0.019 0.003 0.0    0.005

o     15   0.343  0.088 0.113 0.519 0.406 0.547 0.574 0.368 0.247 0.145 0.038 0.003 0.024  O.C

g     20   0.835  0.360 0.253 0.279 1.596 0.925 0.743 0.511 0.245 0.029 0.010 0.003 0.013  O.C02
S
g     25   2.312  0.396 0.449 0.420 0.787 3.R96 1.528 0.620 0.262 0.021 0.017 0.015 0.009  0.021
P
      30   2.839  0.478 0.408 0.392 0.638 1.266 6.213 1.747 0.589 0.065 0.046 0.011 0.005  O.C

      35   2.441  0.374 0.313 0.359 0.321 0.60ft 1.458 6.158 1.208 0.305 0.050 0.017 0.021  0.000       w
                                                                                                    i
      40   1.234  0.173 0.125 0.206 0.126 0.218 0.546 1.033 3.788 0.593 0.120 0.054 0.046  0.017       **

      45   0.357  0.094 0.055 0.093 0.098 0.066 0.115 0.248 0.460 1.780 0.403 0.171 0.086  O.C37

      50   0.187  0.018 0.015 0.028 0.020 0.01C 0.039 0.095 0.106 0.306 1.127 0.316 0.139  C.C64

      55   0.115  0.002 0.008 0.0   0.0   0.019 0.024 0.030 0.042 0.110 0.335 1.284 0.196  0.050

      60   0.041  0.0    0.0   0.0   0.0   0.0   0.085 0.019 0.024 0.056 0.076 0.252 1.455  C.279

      65   0.012  0.024 0.0   0.0   0.0   0.0   0.005 0.030 0.006 0.058 0.014 0.054 0.242  2.258
                   NORMALIZED MODE MATRIX  SUMMARY

                        PERCENT  IDLE          =   11.357
                        PERCENT  CRUISE        =   30.715
                        PERCENT  ACCELERATION  =   30.883
                        PERCENT  DECELERATION  =   27.055

-------
 COMPACTED NORMALIZED MODE FREQUENCY  MATRIX FOR  CINCINNATI                                  en
                                                                                            [2
INITIAL                                FINAL  SPEED,  HPH                                     ro
SPEED,  0     5     10    15     20     25    30    35    40     45     50    55    60    65    £
MPH                                                                                         "°
                                                                                            M
  0  7.420 0.805 0.485  0.493 0.834  1.445  1.473 1.067 0.517  0.189 0.079 0.021 0.012 0.0     M
98
|     5  0.764  2.355  0.215  0.157 0.231  0.363 0.277 0.198 0.090 0.030 0.016 0.012 0.002 0.0

S    10  0.385  0.246  2.264  0.263 0.320  0.473 0.240 0.233 0.071 0.024 0.007 0.001 0.0   0.001

§    15  0.345  0.113  0.222  2.602 0.576  0.499 0.408 0.234 0.122 0.060 0.015 0.001 0.005 0.0
30

3    20  0.723  0.355  0.292  0.481 4.237  1.297 0.608 0.332 0.127 0.013 0.004 0.001 0.003 0.001
x

&    25  1.637  0.313  0.394  0.417 1.180  6.737 2.143 0.475 0.145 0.011 0.009 0.005 0.002 0.006
z
     30  1.636  0.293  0.276  0.313 0.620  1.959 8.038 2.450 0.433 0.032 0.022 0.003 0.001 0.0

     35  1.197  0.200  0.181  0.251 0.236  0.559 2.185 6.775 1.688 0.236 0.028 0.007 0.009 0.000

     40  0.553  0.071  0.061  0.126 0.087  0.159 0.510 1.554 4.021 0.758 0.094 0.019 0.025 0.005

     45  0.138  0.038  0.022  0.048 0.053  0.032 0.089 0.208 0.683 1.976 0.483 0.121 0.046 0.015

     50  0.061  0.006  0.008  0.015 0.012  0.009 0.021 0.066 0.084 0.473 1.286 0.403 0.094 0.033

     55  0.036  0.001  0.004  0.0   0.0   0.005 0.010 0.014 0.029 0.093 0.459 0.977 0.296 0.031

     60  0.010  0.0   0.0   0.0   0.0   0.0   0.032 0.008 0.010 0.027 0.065 0.367 0.880 0.360

     65  0.003  0.009  0.0   0.0   0.0   0.0   0.002 0.008 0.003 0.032 0.011 0.037 0.330 0.436




                        NORMALIZED MODE  MATRIX SUMMARY

                             PERCENT IDLE         =   7.420
                             PERCENT CRUISE       =  42.582
                             PERCENT ACCELERATION =  25.435
                             PERCENT DECELERATION =  24.566
                                                                                            to
                                                                                            -J

-------
      COMPACTED  TRANSITION PROBABILITY MATRIX FOR CINCINNATI

     INITIAL                                 FINAL SPEED, HPH
8    SPEED,   0      5    10    15    20    25    30    35    40    45    50     55     60     65
3    MPH

|      0   *****  10.85  6.53  6.65 11.25 19.48 19.85 14.38  6.96  2.55   1.07  0.29   0.16   0.0
i
=      5   32.42  *****  9.12  6.67  9.80 15.42 11.77  8.41  3.81  1.26   0.68  0.52   0.10   0.0
£
o     10   16.99  10.88 ***** 11.62 14.15 20.87 10.59 10.28  3.13  1.04   0.31  0.06   0.0    0.06
x

|     15   13.27   4.33  8.55 ***** 22.14 19.20 15.68  9.01  4.69  2.32   0.57  0.05   0.19   0.0
S
«     20   17.07   8.39  6.90 11.35 ***** 30.61 14.34  7.83  3.00  0.32   0.09  0.03   0.07   0.02
t
      25   24.31   4.64  5.85  6.18 17.52 ***** 31.81  7.05  2.15  0.16   0.13  0.07   0.03   0.09

      30   20.35   3.65  3.44  3.89  7.71 24.37 ***** 30.48  5.38  0.39   0.27  0.03   0.01   0.0

      35   17.67   2.95  2.67  3.71  3.48  8.25 32.25 ***** 24.91  3.48   0.41  0.10   0.13   0.00

      40   13.75   1.77  1.52  3.13  2.15  3.96 12.69 38.64 ***** 18.84   2.35  0.48   0.61   0.12

      45   6.97   1.92  1.12  2.41  2.67  1.63  4.52 10.55 34.58 *****  24.43  6.15   2.30   0.75

      50   4.71   0.49  0.62  1.15  0.94  0.72  1.65  5.16  6.53 36.82  *****  31.33   7.34   2.55

      55   3.70   0.07  0.37  0.0   0.0   0.56  0.98  1.44  2.95  9.47  47.01  *****  30.29   3.15

      60   1.14   0.0   0.0   0.0   0.0   0.0   3.68  0.90  1.15  3.04   7.42  41.69  *****  40.98

      65   0.79   2.03  0.0   0.0   0.0   0.0   0.35  1.95  0.59  7.42   2.60  8.59  75.68  *****
ON

-------
so
     COMPACTED AVERAGE  TIME  IN MODE MATRIX FOR CINCINNATI                                        w
                                                                                                  s
    INITIAL                                 FINAL SPEED, HPH                                      ^
    SPEED,  0      5     10     15    20    25    30    35    40    45     50     55    60    65     £
    MPH                                                                                           N>
|     0  10. 0?   3.37   4.58   6.69  8.68 10.60 13.44 15.01 16.57 21.17  21.31  27.71  24.25  0.0     "
»                                                                                                 ^
£     5   3.01   0.86   3.24   6.33  7.92  9.62 11.78 13.83 15.69 18.10  22.65  20.16  32.88  0.0     M

§    10   5.32   3.03   0.98   3.87  6.51  8.35 11.02 13.44 13.35 14.15  18.23  13.00   0.0  23.00
v

g    15   6.56   5.14   3.35   1.32  4.65  7.23  9.29 10.36 13.37 15.83  16.80  15.00  31.06  0.0
90

5    20   7.62   6.69   5.70   3.33  2.49  4.71  8.07 10.16 12.71 14.43  18.62  12.61  29.23 18.00
z

     25   9.31   H.36   7.51   6.64  4.40  3.81  4.70  8.61 11.91 12.50  12.50  19.79  24.51 23.00

     30  11.45  10.74   9.74   8.26  6.78  4.26  5.10  4.70  8.98 13.47  13.85  28.00  28.00  0.0

     35  13.45  12.34  11.40   9.42  8.98  7.1J1  4.40  5.99  4.72  8.55  11.73  16.61  16.49  0.0        w
                                                                                                     ?
     40  14.71  16.06  13.53  10.83  9.62  9.06  7.05  4.38  6.21  5.16  8.39  18.54  12.48 23.00       ^

     45  17.10  16.27  16.36  12.95 12.19 13.51  8.51  7.84  4.44  5.94  5.50  9.27  12.45 16.67

     50  20.34  18.58  12.85  12.27 11.01  7.37 12.03  9.40  8.37  4.26  5.78  5.17   9.68 12.91

     55  21.05  17.25  15.00   0.0   0.0  23.00 16.70 13.84  9.54  7.85  4.81  8.67   4.36 10.64

     60  27.15   0.0   0.0   0.0   0.0   0.0  17.31 15.77 15.92 13.77  7.64  4.54  10.91  5.11

     65  23.82  18.00   0.0   0.0   0.0   0.0  23.00 23.70 15.74 11.86  7.94  9.58   4.85 34.19

-------
                                  E4-1

SRL 2922 13 1271
                               APPENDIX E4
                         Compacted  Matrices for
                    Chicago Composite Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
      COMPACTED TOTAL TIME IN MODE MATRIX FOR CHICAGO

     INITIAL                                FINAL SPEED, WPH
8    SPEEDt  0     5    10    15    20    25    30    35    40    45    50    55    60     65
3    MPH
»
I      0 177741  8241  7286  9369 14402 27038 34820 23001 14089  4878  2247   860   582    134
»
£      5   7787  8527  3515  3602  3761  6691  6841  3649  1793   682   387   197     43     29
£
o     10   5857  31 C7  9361  3988  5647  8026  6631  5477  1985   551   329   209     86     0
SB

o     15   6545  2520  3538 13281  7174  8977  6904  4697  2971   852   359   269   112    224
w
^     20  12918  4355  4238  5335 24319 14333  8724  3738  1746   601   489   366   249    128
$
      25  27845  7335  5879  6760 11902 60392 19247  6125  1981   633   478   293     68    195

      30  32522  6909  6572  6770  9110 18863 83025 13618  3610  1107   596   201   272     22

      35  24892  4092  4071  3^77  3640  6208 13394 58389  8321  1902   785   220   161     27

      40  13887  1924  1739  1813  1842  2221  3420  8188 39872  5363  1325   365   181    146

      45   5854   877   839   764   841   94?  1318  2377  4529 23554  3490   974   410    170

      50   2867   238   120   385   332   679   216   496  1513  3309  16529   2992   724    282

      55    963    66   164   160    87   121   210   454   854  1243  2811  17161   2683    963

      60    365   159    90    87     0   107    44   162   142   516   547   3159  16924   2533

      65    203   167    97     0     0    35    30    41    99   144   209   773   2554  17410
i

-------
.^t LUMP
IN IT I
| SPEED
4 MPH
3D
1 o
•g
S 5
g 10
1 l5
p 20
1
25
30
35
40
45
50
55
60
65
ALIfcD MODE FREQUENCY MATRIX FOR CHICAGO
AL FINAL SP
t 0 5 10 15 20 25 30

14510

2453
1100
990
1547
2771
2706
1691
851
309
138
44
13
6

2338

6258
890
481
605
871
640
312
125
49
12
4
6
5

1388

969
6152
1023
741
795
662
352
130
52
6
7
3
3

1324

600
1030
6858
1377
1106
797
365
140
45
20
9
3
0

1568

476
878
1582
9354
2813
1310
391
161
59
22
5
0
0

2440

700
974
1286
3220
13917
3988
822
212
79
43
7
4
2

2656

595
647
763
1214
4473
13755
2837
411
111
17
13
3
1
EED, MPH
35 40

1550

275
438
415
393
776
3082
8873
1725
255
46
34
9
4

810

115
133
222
148
199
397
1801
5058
1000
167
69
11
5
45

261

43
35
51
44
50
97
210
1108
2833
730
132
39
7
50

106

21
15
19
29
33
46
64
144
728
1870
624
60
19
55

37

10
9
13
17
17
14
16
32
103
573
1560
633
76
60

25

1
3
5
12
3
16
9
12
30
73
514
1229
502
0)
p
65 §
N>
M
Co
6 M
ro
1 2
0
9
6
9
1
2 «
CO
9
12
23
99
445
631

-------
      COMPACTED NORMALIZED TOTAL TIME  MATRIX  FUR  CHICAGO

     INITIAL                                FINAL SPEED,  MPH
     SPEED,  o     5    10     15     20    25    30    35     40    45    50    55    60    65
     MPH
2
3      0 14.111 0.654 0.578  0.744  1.143  2.147  2.764  1.826  1.119 0.387 0.178 0.068 0.046 0.011

m      5  0.618 0.677 0.274  0.286  0.299  0.531  0.543  0.290  0.142 0.054 0.031 0.016 0.003 O.C02
90
=     10  C.465 0.247 0.743  0.317  0.448  0.637  0.526  0.435  0.158 0.044 0.026 0.017 0.007 0.0

o     15  0.520 0.200 0.281  1.054  0.570  0.713  0.540  0.373  0.236 0.068 0.028 0.021 0.009 O.C18

|     ?0  1.026 0.346 0.336  0.424  1.931  1.138  0.693  0.297  0.139 0.048 0.039 0.029 0.020 O.C10
B
~     25  2.211 0.582 0.467  0.537  0.945  4.79'i  1.52H  0.486  0.157 0.050 0.038 0.023 C.005 0.016

      30  2.582 0.548 0.522  0.538  0.723  1.498  6.591  1.081  0.287 0.088 0.047 0.016 0.022 0.002

      35  1.976 0.325 0.323  0.316  0.289  0.493  1.063  4.636  0.661 0.151 0.062 0.017 0.013 O.C02

      40  1.103 0.153 0.13R  0.144  0.146  0.176  0.272  0.650  3.165 0.426 0.105 0.029 0.014 0.012

      45  0.465 0.070 0.067  0.061  0.067  0.075  0.10S  0.189  0.360 1.870 0.277 0.077 0.033 O.C14

      50  0.228 0.019 0.010  0.031  0.026  0.054  0.017  0.039  0.120 0.263 1.312 0.238 0.057 0.022

      55  0.076 0.005 0.013  0.013  0.007  0.010  0.017  0.036  0.068 0.099 0.223 1.362 0.213 0.076

      60  0.029 0.013 0.007  0.007  0.0    0.008  0.004  0.013  0.011 0.041 0.043 0.251 1.344 0.201

      65  0.016 0.013 0.008  0.0    0.0    0.003  0.002  0.003  0.008 0.011 0.017 0.061 0.203 1.382




                        NORMALI7F.D MODE  MATRIX SUMMARY

                             PERCENT IDLE          =   14.111
                             PERCENT CRUISH        =   30.863
                             PERCENT ACCELERATION  =   28.298
                             PERCENT DECELERATION  =   26.781
NJ

-------
     COMPACTED NORMALIZED MODE FREQUENCY MATRIX FDR CHICAGC                                    M

     INITIAL                                 FINAL SPEED, KPH                                    K,
     SPEED,   0      5    10    15    20    25    30    35    40    45    50     55     60    65   £
     MPH                                                                                         ^

3     0   7.813 1.259 0.747 0.713 0.844 1.314 1.430 0.835 0.436 0.141 0.057 0.020  0.013  0.003  £
99                                                                                               Is)
|     5   1.321 3.370 0.522 0.323 0.256 0.377 0.321 0.148 0.062 0.023 0.011 0.005  0.001  0.001  M
93
*    10   0.592 0.479 3.313 0.555 0.473 0.524 0.348 0.236 0.072 0.019 0.008 0.005  0.002  0.0

o    15   0.533 0.259 0.551 3.693 0.852 0.693 0.411 0.223 0.119 0.028 0.010 0.007  0.003  0.005
yo

|    20   0.833 0.326 0.399 0.742 5.037 1.734 0.654 0.212 0.080 0.024 0.016 0.009  0.007  0.003
S
~    25   1.492 0.469 0.428 0.596 1.515 7.494 2.409 0.418 0.107 0.027 0.018 0.009  0.002  0.005
n
     30   1.457 0.344 0.356 0.429 0.705 2.148 7.407 1.659 0.214 0.052 0.025 0.007  0.009  0.001

     35   0.911 0.168 0.190 0.197 0.211 0.443 1.528 4.778 0.970 0.113 0.034 0.009  0.005  0.001

     40   0.458 0.067 0.070 0.075 0.087 0.114 0.221 0.929 2.724 0.596 0.078 0.017  0.006  0.005

     45   0.166 0.026 0.028 0.024 0.032 0.042 0.060 0.137 0.539 1.526 0.392 0.056  0.016  0.006

     50   0.074 0.007 0.003 0.011 0.012 0.023 0.009 0.025 0.090 0.393 1.007 0.308  0.039  0.012

     55   0.023 0.002 0.004 0.005 0.003 0.004 0.007 0.019 0.037 0.071 0.336 0.840  0.277  0.053

     60   0.007 0.003 0.002 0.002 0.0   0.002 0.002 0.005 0.006 0.021 0.032 0.341  0.662  0.240

     65   0.003 0.003 0.002 0.0   0.0   0.001 0.001 0.002 0.003 0.004 0.010 0.041  0.271  0.340
                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         =   7.813
                             PERCENT CRUISE       =  42.188
                             PERCENT ACCELERATION =  25.385
                             PERCENT DECELERATION =  24.615

-------
     COMPACTF.O TRANSITION PROBABILITY  MATRIX  FOR  CHICAGO

                                                                                                a

    INITIAL                                 FINAL  SPEED,  MPH

    SPEED,  0     5    10    15     20     25    30    35     40    45    50    55    60    65    vo

    MPH                                                                                         K
5                                                                                               r
£     0  ***** 16.12  9.56  9.13  10.81  16.81  18.31  10.68   5.59  1.80  0.73  0.25  0.17  0.04
SO                                                                                               H1
n                                                                                               NJ

£     5  39.19 ***** 15.49  9.59   7.61  11.18   9.51   4.39   1.83  0.68  0.33  0.15  0.02  0.02   M

CO

§    10  17.88 14.47 ***** 16.74  14.28  15.83  10.51   7.13   2.16  0.56  0.24  0.14  0.05  0.0



|    15  14.44  7.02 14.91 *****  23.06  18.75  11.13   6.05   3.23  0.75  0.28  0.18  0.08  0.12

£

5    20  16.54  6.47  7.92 14.72  *****  34.42  12.98   4.20   1.59  0.47  0.31  0.18  0.13  0.06
P


     25  19.91  6.26  5.72  7.95  20.21  *****  32.14   5.57   1.43  0.36  0.24  0.12  0.02  0.07



     30  19.67  4.65  4.81  5.79   9.52  29.00  *****  22.40   2.88  0.70  0.33  0.10  0.12  0.01




     35  19.06  3.51  3.97  4.12   4.41   9.27  31.97  *****  20.30  2.36  0.72  0.18  0.10  0.03       w
                                                                                                    *-


     40  16.81  2.46  2.56  2.76   3.18   4.20   8.13  34.09  ***** 21.89  2.85  0.62  0.24  0.19       °"




     45  10.90  1.72  1.85  1.61   2.09   2.77   3.94   9.00  35.31 ***** 25.70  3.64  1.06  0.42




     50   7.35  0.65  0.32  1.09   1.16   2.32   0.91   2.48   8.95 39.02 ***** 30.63  3.90  1.21




     55   2.79  0.28  0.44  0.56   0.31   0.44   0.80   2.21   4.43  8.49 40.00 ***** 32.93  6.32



     60   1.04  0.47  0.24  0.27   0.0    0.37   0.27   0.71   0.90  3.14  4.91 51.46 ***** 36.22




     65   0.94  0.83  0.47  0.0    0.0    0.28   0.21   0.57   0.82  1.09  3.09 12.11 79.59 *****

-------
     COMPACTED AVERAGE TIME IN MODE  MATRIX  FLR  CHICAGO                                          M

                                                                                                 &
    INITIAL                                  FINAL  SPEED,  WPH                                     N

g   SPEED,   0     5    10    15    20     25    30    35     40    45    50    55     60     65    £

3   MPH                                                                                           »•»


|     0   12.25  3.52  5.25  7.08  9.18  11.08  13.11  14.84 17.38 18.68 21.27 23.29  23.27  21.57   "

so                                                                                                ^>

x     5    3.17  1.36  3.63  6.00  7.90   9.56  11.49  13.28 15.62 15.98 18.72 20.70  38.00  23.00   M



§    10    5.33  3.49  1.5?  3.87  6.43   8.24  10.26  12.49 14.92 15.89 22.13 24.26  25.41   0.0
so


Q    15    6.61  5.23  3.46  1.94  4.54   6.98  9.04  11.32 13.40 16.59 18.88 21.49  20.94  26.32
PJ

£    ?0   8.35  7.20  5.72  3.87  2.60  4.45   7.19  9.51 11.77 13.52 16.95 21.63 20.02  23.00

O
     25  10.05  8.42  7.39  6.11  4.23  4.34   4.30  7.90  9.94 12.75 14.27 17.09 19.67  21.03


     30  12.02 10.80  9.93  8.49  6.95  4.73   6.04  4.42  9.10 11.46 13.07 14.62 16.73  18.00


     35  14.72 13.13 11.56  10.89  9.30  7.55   4.72  6.58  4.62  9.07 12.35 13.85 17.39  12.00      w


     40  16.33 15.45 13.40  12.97  11.45  10.46   8.32  4.75  7.88  4.84  9.20 11.58 15.05  15.47      ^


     45  18.95 17.96 15.99  16.80  14.23  11.99  11.82  9.32  4.53  8.31  4.79  9.45 13.67  14.19


     50  20.84 19.61 20.09  18.87  15.30  15.64  12.73 10.71  9.04  4.53  8.84  5.22  9.92  12.47


     55  22.10 15.12 24.22  18.39  18.00  17.71  16.72 13.18 12.35  9.38  4.51 11.00  5.22  9.78


     60  28.42 27.46 30.54  26.81  0.0   23.69  13.56 18.59 12.79 13.34  9.07  4.99 13.77  5.69


     65  34.21 31.79 33.00  0.0   0.0   19.90  23.00 11.34 19.00 21.00 10.70 10.12  5.08  27.58

-------
                                  E5-1

SRL 2922 13  1271
                                APPENDIX E5
                         Compacted Matrices for
                 New York City  Composite Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
®
0
30
PI
cn
30
n
§
SO
S
SO
M
O









COMPACTED
INITIAL
SPEED, 0
MPH
0
5
10
15

20
25
30
35
40
45
50
55
60
65
120018
5095
4350
5670

9573
14991
17329
11030
5726
2037
544
296
85
0
TOTAL
5
5207
7344
3265
2454

2572
3643
2830
2306
914
426
156
100
54
57
TIME IN MODE MATRIX FOR
F]
10 15 20 25
6363
3010
7628
3396

2991
2988
2580
1819
860
318
167
61
35
0
7523
2560
3949
9160

4239
4148
2769
1600
754
326
104
33
0
0
10152
2899
3947
5022

14503
6381
4124
2071
1123
567
148
90
0
17
15289
3822
4348
5042

7633
27858
8567
319R
1214
457
275
43
20
0
NEW YORK
INAL SPEED, MPH
30 35 40
16339
3543
3528
3680

4934
9534
34373
7203
1936
657
224
51
3
0
10116
1974
1801
2119

2243
3564
8299
26218
4509
1588
497
231
39
0
3704
997
649
831

871
1314
2097
5279
15377
3577
1039
301
112
24
45
1850
511
208
462

353
476
786
1665
3558
12012
2998
909
343
29
50
749
80
132
181

275
147
359
445
1073
2926
10463
2635
806
94
55
429
77
13
11

98
115
192
330
315
1132
2639
9802
1665
300
60
82
25
0
88

57
14
16
27
115
291
731
1742
5662
625
c/i
65 £
ro
63 *
0 S
0
11

31
0
0
41
79
46
194
289
590
1779
w
Ul

-------
©
COMPACTED
MODE FREQUENCY MATRIX FOR NEW
INITIAL
8
3
so
3
M
>•
i
5:
00
0
X
3
2
z
P










SPEED,
MPH

0

5

10

15

20

25
30
35

40
45
•50
55
60
65
0


8960

1630

839

855

1190

1555
1553
869

377
124
32
15
4
0
5


1503

4423

1004

490

379

436
292
206

67
29
8
5
3
2
10


1236

882

4698

1020

563

435
290
166

64
23
9
4
1
0
15


1090

460

1042

5150

1172

729
364
167

63
26
6
2
0
0
20


1168

390

651

1235

6190

1626
650
247

100
46
10
6
0
1
YORK






CO
p
FINAL SPEED, MPH ^
25


1445

427

544

770

1799

7719
2051
468

136
45
23
2
1
0
30


1342

344

375

439

709

2267
7583
1750

268
68
20
4
0
0
35


751

174

167

218

242

480
1975
5359

1079
209
51
22
2
0
40


243

71

51

69

80

127
285
1206

3106
788
137
32
9
2
45


112

34

15

37

27

42
76
205

781
2144
677
113
34
2
50


41

6

8

11

19

11
32
43

127
627
1623
584
100
9
55


23

5

1

1

6

9
15
27

29
129
549
1169
349
35
60


4

1

0

4

1

1
1
2

10
27
85
349
632
140
65 g
K>
M
2 £
ro
0 ^

0

1

2

0
0
2 w
* Ui
i
4 t°
3
16
31
129
190

-------
90
n
 COMPACTED NORMALIZED  TOTAL  TIME  MATRIX  FOP  NEW  YORK                                        w


INITIAL                                FINAL  SPEED, MPH                                     M
SPEED,  0     5     10     15     20    25    30    35    40     45     50    55    60    65    £
MPH                                                                                         ^
                                                                                            i-1

  0 17.450 0.757 0.925  1.094 1.476  2.223 2.376 1.471  0.539  0.269  0.109 0.062 0.012 0.009   M


  5  0.741 1.068 0.438  0.372 0.422  0.556 0.515 0.287  0.145  0.074  0.012 0.011 0.004 0.0     ^


 10  0.632 0.475 1.109  0.574 0.574  0.632 0.513 0.?62  0.094  0.030  0.019 0.002 0.0   0.0
|     15  0.824 0.357 0.494 1.332 0.730 0.733 0.535 0.308 0.121 0.067 0.026  0.002  0.013  0.002
>

|     20  1.392 0.374 0.435 0.616 2.109 1.110 0.717 0.326 0.127 0.051 0.040  0.014  0.008  0.004
M

2     25  2.180 0.530 0.434 0.603 0.928 4.050 1.386 0.518 0.191 0.069 0.021  0.017  0.002  0.0
P

      30  2.520 0.411 0.375 0.403 0.600 1.246 4.998 1.207 0.305 0.114 0.052  0.028  0.002  O.C


      35  1.604 0.335 0.264 0.233 0.301 0.465 1.047 3.812 0.768 0.242 0.065  0.048  0.004  0.006       g
                                                                                                    i

      40  0.833 0.133 0.125 0.110 0.163 0.177 0.281 0.656 2.236 0.517 0.156  0.046  0.017  0.012       **


      45  0.296 0.062 0.046 0.047 0.083 0.066 0.096 0.231 0.520 1.747 0.425  0.165  0.042  0.007


      50  0.079 0.023 0.024 0.015 0.022 0.040 0.033 0.072 0.151 0.436 1.521  0.384  0.1C6  0.028


      55  0.043 0.015 0.009 0.005 0.013 0.006 0.007 0.034 0.044 0.132 0.383  1.425  0.253  0.042


      60  0.012 0.008 0.005 0.0   0.0   0.003 0.000 0.006 0.016 0.050 0.117  0.242  0.823  0.086


      65  0.0    0.008 0.0   0.0   C.002 0.0   0.0   0.0   0.004 0.004 0.014  0.044  0.091  0.259
                        NORMALIZED MODE MATRIX SUMMARY


                             PERCENT IDLE         =  17.450
                             PERCENT CRUISE       =  26.488
                             PFRCENT ACCELERATION =  29.123
                             PERCENT DECELERATION =  26.954

-------
      COMPACTED NORMALIZED  MODF  FREQUENCY MATRIX  FOR NEW  YORK                                  £
                                                                                                F
     INITIAL                                 FINAL SPEED,  *PH                                   g
     SPEED,  0     5     10     15     20     25   30    35     40    45    50    55    60    65   K>
     MPH                                                                                        N
                                                                                                M
O                                                                                               w
3      0  7.601 1.275 1.048 0.925  0.991  1.226  1.139  0.637 0.206 0.095 0.034 0.020 0.003 O.C02  i-
"                                                                                               ^
1      5  1.333 3.752 0.748 0.390  0.331  0.362  0.292  0.147 0.060 0.029 0.005 0.004 0.001 0.0    M
>
so
=     10  0.712 0.851 3.985 0.884  0.553  0.461  0.318  0.142 0.043 0.013 0.007 0.001 0.0   0.0
£
S     15  0.725 0.416 0.865 4.369  1.048  0.653  0.372  0.185 0.059 0.031 0.010 0.001 0.003 0.001
?
o     20  1.010 0.322 0.478 0.994  5.251  1.526  0.601  0.205 0,067 0.023 0.016 0.005 0.001 0.002
90
H
*     25  1.319 0.370 0.369 0.618  1.380  6.548  1.923  0.407 0.108 0.036 0.009 0.008 0.001 0.0
O
      30  1.317 0.248 0.246 0.309  0.551  1.739  6.433  1.675 0.241 0.065 0.027 0.013 0.001 0.0

      35  0.737 0.175 0.141 0.142  0.210  0.397  I.485  4.546 1.023 0.174 0.037 0.023 0.002 0.002

      40  0.319 0.057 0.055 0.054  0.085  0.116  0.227  0.915 2.635 0.662 0.108 0.025 0.009 0.004

      45  0.105 0.025 0.019 0.022  0.039  0.038  0.058  0.177 0.669 1.818 0.532 0.109 0.023 0.003

      50  0.027 O.OC7 0.008 0.005  0.009  0.020  0.017  0.043 0.116 0.575 1.377 0.466 0.072 0.014

      55  0.013 0.004 0.003 0.001  0.005  0.002  0.004  0.019 0.027 0.096 0.495 0.991 0.296 0.027

      60  0.004 0.002 0.001 0.0    0.0    0.001  0.000  0.002 0.007 0.028 0.085 0.296 0.536 0.109

      65  0.0   0.002 0.0   0.0    0.001  0.0    0.0   0.0    0.002 0.002 0.007 0.029 0.119 0.161



                         NORMALIZED MODE  MATRIX SUMMARY

                              PERCENT IDLE         =    7.601
                              PERCENT CRUISE        =   42.401
                              PERCENT ACCELERATION =   25.434
                              PERCENT DECELERATION =   24.567

-------
COMPACTED TRANSITION  PROBABILITY MATRIX FOR NEW YORK
      INITIAL                                 FINAL SPEED, MPH                                    M
§     SPEED,   0      5     10    15    20    ?5    30    35    40    45     50     55    60    65   £
3     MPH                                                                                         ^
50                                                                                                t-*
|      0  *****  16.78 13. 79 12.17 13.03 16.13 14.98  8.38  2.71   1.25   0.45   0.26  0.04  0.02  ^
>                                                                                                to

£      5  36.85  ***** 19.95 10.41  8.81  9.65  7.77  3.93  1.61   0.76   0.14   0.11  0.02  0.0   ^

£
§     10  17.87  21.36 ***** 22.19 13.86 11.58  7.98  3.55  1.09   0.32   0.18   0.02  0.0   0.0
S3

o     15  16.60   9.51 19.80 ***** 23.99 14.95  8.52  4.24  1.34   0.71   0.22   0.02  0.08  0.02


*"     20  19.23   6.13  9.10 18.93 ***** 29.06 11.45  3.91  1.28   0.44   0.31   0.09  0.02  0.03

*
      25  20.14   5.65  b.63  9.44 21.07 ***** 29.37  6.22  1.65   0.55   0.14   0.12  0.02  0.0


      30  20.48   3.86  3.82  4.80  8.57 27.04 ***** 26.04  3.75   1.01   0.42   0.20  0.02  0.0


      35  16.21   3.84  3.09  3.12  4.61  8.74 32.66 ***** 22.51   3.83   0.81   0.50  0.04  0.04


      40  12.13   2.15  2.07  2.04  3.22  4.38  8.62 34.75 *****  25.14   4.08   0.94  0.33  0.14


      45   5.77   1.36  1.07  1.19  2.14  2.11  3.17  9.75 36.77  *****  29.26   6.01  1.25  0.15


      50   1.97   0.48  0.56  0.38  0.64  1.45  1.20  3.12  8.43  41.73  *****  33.84  5.23  0.99


      55   1.31   0.40  0.33  0.15  0.52  0.16  0.37  1.88  2.75   9.70  49.94  ***** 29.82  2.68


      60   0.71   0.41  0.23  0.0   0.0   0.11  0.04  0.37  1.39   5.31  15.84  55.21 ***** 20.38


      65   0.0    0.99  0.0   0.0   0.49  0.0   0.0   0.0   1.03   1.04   4.49  18.20 73.77 *****
                                                                                               i

-------
      COMPACTED AVERAGE  TIME  IN  MODE  MATRIX FOR NEW YORK
     INITIAL                                 FINAL SPEED, *PH                                    jo
g    SPEED,  0     5    10     15     20    25    30    35    40    45    50     55     60    65   to
3    MPH                                                                                         N
                                                                                                 u>
                                                                                                 M
                                                                                                 ro
*w
|      0  13.40   3.46   5.15   6.90  8.69 10.58 12.17 13.48 15.26 16.47  18.47  18.34 22.67 29.90
po
£      5   3.13   1.66   3.41   5.56  7.44  8.96 10.31 11.37 13.98 15.18  13.36  16.37 23.00  0.0   M

§     10   5.18   3.25   1.62   3.79  6.06  7.99  9.41 10.79 12.67 13.68  15.52  18.00  0.0   0.0

5
3     15   6.63   5.01   3.33   1.78  4.07  6.55  8.38  9.71 12.03 12.59  16.03   9.00 22.62 14.00
90
53
^     20   8.04   6.78   b.31   3.62  2.34  4.24  6.96  9.26 10.95 12.86  14.23  17.33 38.00 16.32
P
      25   9.64   8.36   6.87   5.69  3.92  3.61  4.21  7.42 10.32 11.27  13.23  12.56 10.00  0.0

      30  11.16   9.68   8.90   7.60  6.35  4.18  4.!>3  4.20  7.37 10.29  11.33  12.82 13.00  0.0

      35  12.70  11.19  10.97   9.58  8.38  6.83  4.12  4.89  4.38  8.12  10.27  12.40 11.63 17.04      "
                                                                                                     i

      40  15.20  13.72  13.36  11.90 11.22  8.92  7.23  4.18  4.95  4.56  8.46  10.78 11.12 18.02

      45  16.47  14.60  13.89  12.78 12.39 10.09  9.66  7.60  4.54  5.60  4.66   8.79 10.91 14.35

      50  17.05  20.16  18.45  17.06 14.32 11.72 11.48  9.80  7.59  4.42  6.44   4.80  8.61 12.07

      55  19.26  21.60  15.85  18.87 14.82 22.93 11.83 10.51  9.38  8.02  4.51   8.39  5.00  9.24

      60  18.93  20.86  24.75   0.0   0.0  28.00  0.0  16.56 12.85 10.23  8.05   4.78  8.96  4.58

      65   0.0   30.47   0.0   0.0  18.00  0.0   O'.O   0.0  12.38 14.72  11.07   8.69  4.47  9.37

-------
                                   E6-1

SRL 2922 13  1271
                               APPENDIX E6
                         Compacted Matrices for
                     5-City Composite Survey Results
      SCOTT RESEARCH LABORATORIES. INC

-------
    COMPACTED  NORMALIZED TOT4L TIME MATRIX FOR 5-CITY COMPOSITE                               w
                                                                                               &
    INITIAL                                 FINAL SPEED, MPH                                    ,0
    SPEED,   0      5     10    15    20    25    30    35    40    45    50    55    60    65    g
   MPH
a                                                                                              u>
H    0  13.060  0.582  0.559 0.668 1.025 1.891 2.631 2.314 1.321 0.501 0.140 0.052 0.018 0.010   ,_
so                                                                                              to
g    5  0.577  0.746  0.233 0.253 0.299 0.442 0.506 0.427 0.236 0.092 0.028 0.012 0.006 O.C02   ^
30
*   10  0.419  0.287  0.768 0.345 0.422 0.546 0.519 0.381 0.141 0.051 0.021 0.013 0.007 C.C05
c
0   15  0.505  0.207  0.303 0.941 0.509 0.589 0.542 0.425 0.244 0.091 0.031 0.023 C.018 O.C27
>
I   20  0.943  0.286  0.298 0.401 1.633 0.878 0.641 0.357 0.167 0.059 0.030 0.023 0.015 O.C08
S
3   ?5  1.829  0.454  0.395 0.465 0.725 3.518 1.246 0.541 0.224 0.083 0.037 0.031 0.024 O.C20
O
    30  2.419  0.488  0.441 0.471 0.560 1.136 5.463 1.228 0.354 0.119 0.048 0.038 0.022 0.024

    35  2.142  0.394  0.349 0.380 0.311 0.493 1.103 5.255 0.857 0.228 0.066 0.030 0.014 C.017       «
                                                                                                   i
    40  1.267  0.204  0.158 0.182 0.152 0.193 0.318 0.775 3.450 0.483 0.145 0.063 C.028 0.019

    45  0.477  0.087  0.064 0.074 0.065 0.072 0.114 0.214 0.443 2.027 0.340 0.134 0.054 0.015

    50  0.160  0,026  0.031 0.022 0.027 0.034 0.035 0.059 0.128 0.319 1.535 0.330 0.107 0.040

    55  0.085  0.012  0.013 0.011 0.013 0.018 0.023 0.032 0.061 0.109 0.319 1.806 0.324 0.107

    60  0.043  0.013  0.006 0.005 0.006 0.007 0.010 0.020 0.020 0.053 0.109 0.323 2.069 0.292

    65  0.037  0.014  0.005 0.001 0.002 0.001 0.002 0.008 0.010 0.016 0.031 0.098 0.284 2.291
                       NORMALIZED  MODE MATRIX SUMMARY

                            PERCENT IDLE         =  13.060
                            PERCENT CRUISE       =  31.502
                            PERCENT ACCELERATION =  29.158
                            PERCENT DECELERATION =  26.303

-------
     COMPACTED NORMALIZED MODE FREQUENCY MATRIX FOR 5-CITY COMPOSITE



    INITIAL                                FINAL SPEED, MPH

    SPEED,   0     5    10-15    20    25    30    35    40     45     50     55    60    65

%   MPH

2

3     0  7.595 1.115 0.715 0.628 0.763 1.167 1.361 1.062 0.536 0.181  0.044  0.015 0.005 0.003
3D
m

2     5  1.208 3.250 0.518 0.284 0.257 0.313 0.296 0.218 0.105 0.037  0.010  0.004 0.001 O.OC1
30
n

*    10  0.537 0.558 3.186 0.561 0.440 0.440 0.339 0.208 0.067 0.021  0.008  0.004 0.002 0.001



1    15  0.497 0.264 0.564 3.518 0.772 0.568 0.402 0.257 0.122 0.040  0.012  0.008 0.005 0.007
>


|    20  0.777 0.279 0.362 0.700 4.386 1.313 0.574 0.234 0.093 0.027  0.012  0.008 0.005 0.002
w
v>

5    25  1.264 0.365 0.374 0.518 1.164 6.239 1.887 0.447 0.137 0.042  0.016  0.012 0.008 0.006



     30  1.403 0.320 Q.324 0.397 0.562 1.713 6.927 1.807 0.276 0.070  0.023  0.016 0.009 0.007



     35  1.080 0.219 0.211 0.257 0.239 0.467 1.689 5.615 1.223 0.167  0.038  0.014 0.006 0.006



     40  0.578 0.100 0.082 0.104 0.095 0.140 0.280 1.171 3-376 0.668  0.105  0.033 0.013 O.C07



     45  0.191 0.036 0.029 0.036 0.033 0.042 0.075 0.178 0.660 1.863  0.455  0.092 0.029 0.007



     50  0.057 0.009 0.012 0.009 0.013 0.017 0.020 0.039 0.106 0.468  1.290  0.443 0.078 O.C20



     55  0.026 0.004 0.004 0.004 0.005 0.007 O-Oll 0.018 0.038 0.088  0.467  1.184 0.438 0.074



     60  0.012 O.OC4 0.002 0.001 0.002 0.002 0.004 0.008 0.011 0.033  0.088  0.466 1.031 0.398



     65  O.010 0.004 0.001 0.000 0.001 0.001 0.001 0.003 0.004 0.008  0.019  0.074 0.415 0.540
NORMALIZFD MODE MATRIX SUMMARY



     PERCENT IDLE         =   7.595

     PERCENT CRUISE       =  42.406

     PERCENT ACCELERATION =  25.266

     PERCF.NT DECELERATION =  24.734
                                                                            i

-------
      COMPACTED TRANSITION PROBABILITY  MATRIX  FOR  5-CITY COMPOSITE
„    INITIAL                                 FINAL  SPEED,  MPH                                    M
8    SPEED,  0     5     10     15     20     25    30    35     40    45    50    55    60    65    £
3    MPH                                                                                         M
50                                                                                                )-•

g      0  ***** 14.69  9.42   8.27  10.05  15.37  17.92  13.99  7.06  2.39  0.59  0.21  0.07  O.C4   ^
SO                                                                                                ^
*      5  37.16 ***** 15.93   8.74   7.91   9.64   9.11   6.70  3.22  1.14  0.31  0.13  0.04  O.C2   ^


o     10  16.85 17.52 *****  17.61  13.80  13.81  10.66   6.53  2.11  0.68  0.25  0.13  0.06  0.04
so

I     15  14.13  7.51 16.0?  *****  21.96  16.15  11.43   7.32  3.48  1.14  0.34  0.22  0.16  0.21


•"     20  17.71  6.36  3.26  15.96  *****  29.95  13.10   5.33  2.12  0.63  0.28  0.19  0.11  0.06


      25  20.26  5.86  5.99   8.31  18.67  *****  30.25   7.16  2.21  0.67  0.26  0.20  0.13  0.10


      30  20.26  4.63  4.69   5.73   8.12  24.74  *****  26.09  3.99  1.01  0.34  0.24  0.13  0.11


      35  19.23  3.91  3.77   4.58   4.26   8.32  30.08  ***** 21.79  2.97  0.68  0.25  0.11  0.11      "
                                                                                                     i

      40  17.12  2.97  2.43   3.09   2.82   4.14   3.31  34.70 ***** 19.80  3.10  0.98  0.39  0.22      **


      45  10.24  1.95  1.56   1.91   1.79   2.29   4.03   9.54 35.43 ***** 24.45  4.94  1.57  0.36


      50   4.41  0.72  0.91   0.71   1.02   1.30   1.52   3.00  8.24 36.29 ***** 34.35  6.03  1.58


      55   2.20  0.36  0.36   0.31   0.44   0.63   0.93   1.51  3.25  7.45 39.39 ***** 37.01  6.23


      60   1.15  0.41  0.18   0.13   0.20   0.25   0.38   0.77  1.03  3.20  8.50 45.22 *****  38.63


      65   1.79  0.67  0.23   0.09   0.15   O.lC   0.12   0.62  0.78  1.41  3.56 13.67 76.88  *****

-------
      COMPACTED AVERAGE TIME IN MODE MATRIX  FOR 5-CITY COMPOSITE                                 w

                                                                                                  P

     INITIAL                                  FINAL  SPEED,  MPH

     SPEED,   0     5    10    15    20    25    30     35     40    45    50    55    60     65
                                                                                                  V£>
                                                                                                  to
                                                                                                  u>

a      0  11.72  3.50  5.04  6.98  8.90 10.87  13.18  14.86  16.75 19.19 21.00 23.57 25.39  28.61    M
                                                                                                  to
     MPH


1
>•
o
S      5   3.19  1.42  3.54  6.00  7.80   9.49  11.54 13.22 15.41 17.19 18.74 19.36 30.19  31.19   M

£
§     10   5.?5  3.32  1.48  4.05  6.44   8.40  10.48 12.49 13.91 15.39 17.69 18.99 28.90  26.94
so


3     15   6.75  5.18  3.53  1.67  4.43   7.02   9.15 10.85 13.39 14.99 17.47 15.62 25.47  21.02
90


*     20   8.00  6.82  5.53  3.81  2.48   4.54   7.69 10.29 12.26 14.55 17.23 18.00 30.55  19.43

P
      25   9.68  8.45  7.22  6.16  4.21   3.73   4.54  8.30 11.35 12.89 14.93 17.08 17.87  24.50


      30  11.64 10.43  9.36  8.10  6.73   4.38   5.14  4.62  8.58 11.94 13.72 18.68 19.09  25.27


      35  13.52 12.22 11.44 10.03  8.89   7.20   4.40  6.08  4.74  9.01 11.58 15.07 15.29  19.16      g

                                                                                                     01
      40  15.35 14.69 13.64 11.92  10.83   9.36   7.57  4.46  6.40  4.95  9.14 13.98 13.42  19.39


      45  17.20 16.14 15.28 13.75  12.82  11.80   9.85  8.01  4.58  6.74  5.14  9.64 12.35  16.01


      50  19.08 19.51 17.69 15.98  13.74  11.60  12.11 10.08  8.15  4.54  7.30  5.08  9.38  13.09


      55  21.59 20.34 18.14 20.53  17.74  21.42  14.52 12.41 10.37  8.20  4.71  9.72  4.98  10.17


      60  24.13 21.96 25.19 29.13  22.00  23.52  17.79 17.14 13.94 11.59  8.34  4.79 11.90  5.01


      65  27.46 26.71 28.24 22.11  18.00  18.34  22.48 19.67 15.49 14.28 10.63  9.36  4.77  23.23

-------
                                   E7-1

SRL 2922 13  1271
                                APPENDIX E7
                          Compacted Matrices for
                    LA-4  Defined Hours Survey Results
      SCOTT RESEARCH LABORATORIES. INC

-------
©
COMPACTED TOTAL TIME IN
„ INITIAL
o SPEED, 0
3 MPH
90
m
pi
90
n
1
1
90
M
1









0
5
10
15

20
25
30
35
40
45
50
55
60
65
886
48
54
40

104
217
205
98
61
10
7
0
0
0
5
55
58
23
16

37
59
50
30
13
0
2
0
0
0
10
55
25
54
16

19
50
39
20
13
1
2
0
0
0
MODE
58
23
17
55

30
46
29
17
2
1
0
0
0
0
MATRIX FOR LA-4 DEFINED HOURS
FINAL SPEED, MPH
20 25 30 35 40
113
41
31
40

143
63
48
19
4
2
8
1
0
0
229
67
52
61

78
367
100
21
4
I
1
1
1
0
246
56
57
40

62
99
465
45
5
1
I
0
0
0
98
31
20
13

29
28
50
182
18
5
3
1
1
0
73
8
10
3

16
13
17
12
119
11
4
1
0
0
45
3
0
0
2

10
3
2
4
10
39
9
7
7
0
50
0
0
0
0

8
4
0
3
7
13
75
20
6
1
55
1
0
0
0

2
3
I
0
4
11
22
128
13
2
60
0
0
0
0

1
0
2
1
0
3
6
12
79
4
en
ro
65 |
u>
0 M
K>
0 ^
0
0

0
0
0
0
1
0
1
3
3
16
M
 I
KJ

-------
©
90
W
pi
90
r>
X
00
o
90
I
2
P










COMPACTED MODE FREQUENCY MATR
INITIAL
SPEED, 0
MPH

0


5
10
15
20

25
30
35

40
45
50
55
60
65

89


13
10
6
12

20
16
7

4
0
0
0
0
0
5

14


40
6
3
4

6
4
2

1
0
0
0
0
0
10

10


6
36
4
3

6
4
2

I
0
0
0
0
0
15

1


4
4
33
6

7
3
1

0
0
0
0
0
0
IX FOR
20

12


5
4
8
52

13
7
2

0
0
0
0
0
0
LA-4
DEFINED HOURS
FINAL SPEED, HPH
25 30 35 40

20


6
b
3
15

77
21
2

0
0
0
0
0
0

17


4
5
3
7

21
66
9

1
0
0
0
0
0

6


2
1
1
2

3
9
30

4
1
0
0
0
0

4


0
0
0
1

1
1
3

14
2
0
0
0
0
45

0


0
0
0
1

0
0
0

2
7
2
1
1
0
50

0


0
0
0
0

0
0
0

1
2
8
4
1
0
55

0


0
0
0
0

0
0
0

0
1
4
9
3
0
60

0


0
0
0
0

0
0
0

0
0
1
3
5
1
CO
p
65 jg
ro
u>
o -.
K>
^j
0 •-
0
0
0

0
0
0 w
1
o w
0
0
0
1
1

-------
     COMPACTED NORMALIZED  TOTAL  TIME MATRIX FOR LA-4 DEFINED HOURS
                                                                                               C/i
                                                                                               2
    INITIAL                                 FINAL SPEED, *P\-\                                   r
    SPEED,  0      5     10     15     20    25    30    35    40    45    50    55    60    65   £
    MPH                                                                                        £

9     0 13.557 0.837  0.843  0.886 1.733 3.503 3.764 1.495 1.124 0.053 0.0   0.021 0.0   O.C    w

n     5  0.730 0.893  0.354  0.356 0.633 1.023 0.863 0.470 0.122 0.0   0.0   0.0   0.0   0.0    £

=    10  0.822 0.357  0.208  0.267 0.472 0.789 0.877 0.301 0.149 0.0   0.0   0.0   0.0   O.C

|    15  0.614 0.250  0.250  0.849 0.608 0.938 0.613 0.197 0.049 0.030 0.0   0.0   0.0   C.C

|    20  1.599 0.565  0.294  0.455 2.187 1.194 0.945 0.442 0.244 0.158 0.123 0.025 0.016 C.C
M
g    25  3.329 0.909  0.761  0.711 0.964 5.617 1.510 0.430 0.204 O.C53 0.058 0.041 0.0   O.C
O
     30  3.136 0.763  0.601  0.438 0.728 1.534 7.123 0.769 0.255 0.026 0.0   0.021 0.080 O.C

     35  1.493 0.457  0.308  0.257 0.289 0.317 0.684 2.780 0.181 0.058 0.050 0.0   0.016 0.0        w
                                                                                                   i
     40  0.928 0.204  0.200  0.027 0.058 0.057 0.083 0.268 1.817 0.160 0.108 0.062 0.0   O.C21      *"

     45  0.150 0.0    0.014  0.014 0.028 0.008 0.021 0.071 0.164 0.602 0.200 0.163 0.050 O.C

     50  O.lll 0.025  0.030  0.0    0.128 0.021 0.010 0.045 0.055 0.135 1.154 0.333 0.090 C.012

     55  0.0   0.0    0.0    0.0    0.016 0.012 0.0   0.020 0.018 0.106 0.302 1.960 0.187 0.050

     60  0.0   0.0    0.0    0.0    0.0   0.013 0.0   0.021 0.0   0.110 0.085 0.194 1.217 0.050

     65  0.0   0.0    0.0    0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.020 0.035 0.068 0.246



                        NORMALIZED  MODE MATRIX SUMMARY

                             PERCENT IDLE         =  13.557
                             PERCENT CRUISE       =  26.653
                             PERCENT ACCELERATION =  31.755
                             PERCENT DECELERATION =  27.490

-------
 COMPACTED NORMALISED MODE  FREQUENCY MATRIX FOR LA-4 DEFINED HOURS

INITIAL                                 FINAL SPEED,  MPH
SPEED,  0     5     10     15     20     25    30    35     40    45    50    55    60     65
MPH                          •
                                                                                               Ui
^J                                                                                               '
3      0   9.504 1.474 1.058 0.798 1.234 2.091 1.833 0.630 0.390 0.019  0.0    O.O06 0.0   0.0    ^
5                                                                                               t
M      5   1.423 4.321 0.661 0.384 0.510 0.636 0.453 0.208 0.044 0.0    0.0    0.0   0.0   0.0    i-
»
*     10   1.064 0.686 3.886 0.403 0.479 0.561 0.504 0.139 0.050 0.0    0.0    0.0   0.0   0.0

|     15   0.624 0.315 0.460 3.552 0.806 0.844 0.372 0.101 0.019 0.013  0.0    0.0   0.0   C.C
>
|     20   1.260 0.472 0.340 0.693 5.593 1.593 0.705 0.239 0.139 0.088  0.050  0.006 0.006 0.0
H
5     25   2.185 0.642 0.617 0.718 1.436 8.295 2.223 0.296 0.113 0.025  0.019  0.019 0.0   O.C
O
      30   1.763 0.447 0.409 0.353 0.718 2.204 7.048 0.370 0.157 0.013  0.0    0.006 0.006 0.0

      35   0.800 0.233 0.176 0.157 0.195 0.265 0.983 3.168 0.277 0.050  0.025  0.0   0.006 0.0        w

      40   0.397 0.088 0.082 0.019 0.044 0.044 0.082 0.416 1.455 0.183  0.069  0.025 0.0   0.006

      45   0.050 0.0   0.006 0.006 0.013 0.006 0.013 0.063 0.258 0.743  0.208  0.101 0.019 0.0

      50   0.038 0.006 0.006 0.0   0.050 0.006 0.006 0.025 0.044 0.202  0.863  0.416 0.057 0.006

      55   0.0   0.0   0.0   0.0   0.006 0.006 0.0   0.013 0.019 0.076  0.428  0.920 0.328 0.044

      60   0.0   0.0   0.0   0.0   0.0   0.006 0.0   0.006 0.0   0.063  0.057  0.296 0.504 0.076

      65   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.013  0.038 0.101 0.151



                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         =   9.504
                             PERCENT C*UISE       =  40.499
                             PERCENT ACCELERATION =  24.689
                             PERCENT DECELERATION =  24.736

-------
      COMPACTED TRANSITION PROBABILITY MATRIX FOR  LA-4  DEFINED HOURS

„    INITIAL                                 FINAL  SPEED,  MPH
o    SPEED,   0     5    10    15    20    25     30    35     40    45    50    55    60    65     vo
3    MPH                                                                                          K
55
8      o  ***** 15.51 11.13  8.08 12.99 22.00 19.28   6.63  4.11  0.20  0.0   0.07  0.0   0.0     W
>                                                                                                 h-

*      5  32.94 ***** 15.31  8.89 11.31 14.72 10.50   4.81  1.02  0.0   0.0   0.0   0.0   0.0     M

o     10  27.39 17.67 ***** 10.37 12.32 14.42 12.97   3.57  1.30  0.0   0.0   0.0   0.0   0.0

o     15  17.55  8.87 12.94 ***** 22.70 23.76 10.46   2.84  0.53  0.35  0.0   0.0   0.0   0.0
M
-     ?0  22.52  8.45  6.08 12.39 ***** 28.49 12.61   4.28  2.48  1.58  0.90  0.11  0.11  0.0
O
      25  26.35  7.74  7.44  8.66 17.31 ***** 26.80   3.57  1.37  0.30  0.23  0.23  0.0   0.0

      30  25.02  6.34  5.81  5.00 10.19 31.28 *****  13.76  2.23  0.18  0.0   0.09  0.09  0.0

      35  25.25  7.36  5.57  4.97  6.16  8.35 31.01  *****  8.75  1.59  0.80  0.0   0.20  0.0        w

      40  27.27  6.06  5.63  1.30  3.03  3.03   5.63  28.57 ***** 12.55  4.76  1.73  0.0   0.43       °"

      45   6.78  0.0   0.85  0.85  1.69  0.8r>   1.6?   8.47 34.75 ***** 27.97 13.56  2.54  0.0

      50   4.38  0.73  0.73  0.0   5.84  0.73   0.73   2.92  5.11 23.36 ***** 48.18  6.57  0.73

      55   0.0   0.0   0.0   0.0   0.68  0.68   0.0    1.37  2.05  8.22 46.58 ***** 35.62  4.7S

      60   0.0   0.0   C.O   0.0   0.0   1.25   C.O    1.25  0.0  12.50 11.25 58.75 *****  15.00

      65   0.0   0.0   0.0   0.0   0.0   0.0    0.0    0.0    0.0   0.0   8.33 25.00 66.67  *****

-------
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i
RESEARCH
UBORATOR]
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-
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COMPACTED
INITIAL
SPEED, 0
MPH
0
5
10
15

20
?5
30
35
40
45
50
55
60
65
9.98
3.59
5.40
6.89

8.88
10.65
12.44
13.06
16.37
0.0
0.0
0.0
0.0
0.0
AVERAGE TIME IN MODE MATRIX FOR LA-4 DEFINED HOURS
FINAL SPEED, MPH
5 10 15 20 25 30 35 40 45
3.97
1.45
3.63
5.56

8.37
9.90
11.93
13.73
16.21
o.o
0.0
o.c
0.0
0.0
5.57
4.06
1.45
3.81

6.04
3.62
10.26
12.21
17.08
0.0
0.0
0.0
0.0
0.0
8.07
6.48
4.63
1.67

4.59
6.93
8.68
11.40
0.0
0.0
0.0
o.o
0.0
0.0
9.32
8.68
6.89
5.27

2.74
4.70
7.10
10.35
0.0
0.0
0.0
0.0
0.0
0.0
11.72
11.25
9.84
7.78

5.24
4.74
4.87
8.38
0.0
0.0
0.0
0.0
0.0
0.0
14.36
13.31
12.18
11.54

9.37
4.75
7.07
4.87
7.08
0.0
0.0
0.0
0.0
0.0
16.60
15.82
15.18
13.69

12.92
10.17
5.55
6.14
4.52
7.90
0.0
0.0
0.0
0.0
20.13
0.0
0.0
0.0

12.32
12.56
11.32
4.57
8.74
4.44
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

12.50
0.0
0.0
0.0
6.14
5.66
4.69
9.83
12.20
0.0
50
0.0
0.0
0.0
0.0

0.0
0.0
0.0
0.0
10.91
6.73
9.35
4.93
10.44
0.0
55
0.0
0.0
0.0
0.0

0.0
0.0
0.0
0.0
0.0
11.31
5.61
14.91
4.57
0.0
60
0.0
0.0
0.0
0.0

0.0
0.0
0.0
0.0
0.0
0.0
11.11
4.00
16.89
4.69
en
P
« 8
ro
0.0 "
K>
0.0 M
0.0
0.0

0.0
0.0
0.0
0.0 M
1
o.o "J
0.0
0.0
0.0
4.67
11.37

-------
                                   E8-1

SRL 2922 13  1271
                                APPENDIX E8
                          Compacted Matrices for
                      LA-4  Off Hours Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
®
cs>
§
3
»

tn
30
n
§
30
SO
M
—
3
P










COMPACTED TOTAL TIME IN MODE
MATRIX FOR LA-4 OFF HOURS
INITIAL
SPEED,
MPH


0

5
10

15

20


25
30
35

40
45
50
55
60
65
0



1014

66
54

63

109


194
154
11

24
5
1
0
1
0
5



72

98
28

21

27


33
24
11

3
1
0
0
0
0
10



57

31
59

22

17


31
23
18

5
2
0
0
0
0
15



78

26
28

82

32


41
22
16

2
2
3
1
0
0
20



122

36
30

41

150


60
31
13

2
I
3
1
0
0
on
P
FINAL SPEED, MPH ^
25



198

41
41

53

70


314
12
22

4
n
1
0
0
0
30



165

33
31

31

44


70
319
33

6
3
1
0
0
0
35



76

6
8

18

20


22
43
153

14
4
1
0
0
0
40



41

2
4

4

8


7
7
11

72
4
2
1
0
0
45



6

0
0

0

3


2
4
2

7
29
7
4
1
0
50



0

0
0

0

4


0
3
2

2
11
39
7
3
2
55



0

0
0

0

0


0
1
1

3
2
9
52
6
1
60



0

0
0

0

0


0
0
0

0
1
3
5
24
1
65 g
NJ
|— i
U>
o M
t-o
0 M
0

0

c


0
0
o £
N>
0
0
0
0
2
7

-------
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90
W
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90
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90
90
B
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z
P









COMPACTED MODE FRFOUENCY MATRIX FDR
INITIAL
SPEEDt 0
MPH

0

5

10

15

20


25
30
35
40
45
50
55
60
65

84

IB

9

9

12


17
12
5
2
0
0
0
0
0
5

18

39

8

3

4


3
2
1
0
0
0
0
0
0
10

10

8

34

6

3


4
2
1
0
0
0
0
0
0
15

1C

4

6

36

7


6
3
1
0
C
0
0
0
0
20

12

4

4

8

46


12
4
1
0
0
0
0
0
0
LA-4
OFF HOURS
FIN4L SPEED, fPH
25 30 35 40

16

3

4

6

13


60
14
2
C
C
c
0
0
0

11

2

3

3

5


15
47
7
1
0
0
0
0
0

5

0

1

1

2


2
8
22
3
0
0
0
0
0

2

0

0

0

1


1
I
2
8
1
0
0
0
0
45

0

0

0

0

0


0
0
0
1
4
1
0
0
0
50

0

0

0

0

0


0
0
0
0
2
4
1
0
0
55

0

0

0

0

0


0
0
0
0
0
1
3
1
0
60

0

0

0

0

0


0
0
0
0
0
0
1
2
0
en
P
65 1
OJ
o M
10
0 S

0

0

0


0
0
0
0
0
0
0
0
0
w

-------
      COMPACTED NORMAL!/ED TOTAL TIME MATRIX FOR LA-4 OFF HOURS

     INITIAL                                FINAL SPEEO, MPH
     SPEED,   0     ti    10    15    20    25    30    35    40    45     50     55     60    65
     MPH
H      0 18.428 1.314 1.038 1.413 2.212 3.590 3.001 1.380 0.738 0.102 0.0    0.0    0.0   0.0
30

«      5  1.191 1.784 0.568 0.477 0.663 0.740 0.595 0.107 0.038 0.0   0.0    0.0    0.0   0.0
30

1     10  0.977 0.515 1.075 0.512 0.542 0.745 0.567 0.142 0.074 0.0   0.0    C.O    0.0   C.C


o     15  1.146 0.377 0.402 1.491 0.741 0.961 0.556 0.319 0.069 0.0   0.0    0.0    0.0   0.0
g     20   1.972 0.490 0.305 0.590 2.720 1.274 0.795 0.360 0.143 0.062  0.072  0.0    C.O   0.0
B
5     25   3.531 0.607 0.560 0.746 1.039 5.712 1.275 0.398 0.134 0.031  0.0    0.0    0.0   0.0
r>
      30   2.803 0.441 0.425 0.399 0.569 1.308 5.794 0.782 0.120 0.065  0.049  0.019 0.0   C.O

      35   1.397 0.201 0.323 0.?97 0.245 0.395 0.604 2.777 0.199 0.032  0.038  0.014 0.0   0.0

      40   0.441 0.050 0.094 0.036 0.045 0.074 0.118 0.252 1.307 0.133  0.044  0.060 0.0   0.0

      45   0.082 0.019 0.041 0.033 0.019 0.0   0.062 0.075 0.074 0.525  0.191  0.033 C.019 0.0

      50   0.0?5 0.0   0.0   0.063 0.046 0.013 0.019 0.012 0.04C 0.124  0.710  0.166 0.052 O.C


      55   0.0    O.C   0.0   0.016 0.025 O.P   0.0   0.0   0.021 0.065  0.129  0.951 0.087 0.0

      60   0.025 0.0   0.0   O.C   0.0   0.0   0.0   0.0   0.0   0.022  0.048  0.102 0.439 O.C35

      65   0.0    0.0   0.0   0.0   0.0   O.C   0.0   0.0   0.0   0.0    0.029  0.015 0.027 0.135




                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         =  18.428
                             PERCENT CRUISE       =  25.420
                             PERCENT ACCELERATION =  29.893
                             PERCENT DECELERATION =  26.286
00

-------
     COMPACTED NORMALIZED MODE FREQUENCY MATRIX FOR LA-4 OFF HOURS

    INITIAL                                FINAL SPEED, MPH
    SPEED,   0     5    10    15    20    25    30    35    40    45    50    55    60    65
    MPH
Q
3     0 10.695 2.249 1.286 1.218 1.527 2.053 1.467 0.587 0.271 0.038 0.0   0.0   0.0   0.0
»
n     5  2.279 5.039 0.978 0.481 0.481 0.436 0.316 0.053 0.015 0.0   0.0   0.0   0.0   0.0
»
"    10  1.211 0.993 4.407 0.752 0.496 0.519 0.346 0.068 0.023 0.0   0.0   0.0   0.0   0.0
£
|    15  1.128 0.421 0.730 4.633 1.023 0.775 0.369 0.158 0.030 0.0   0.0   0.0   0.0   0.0
     20  1.489 0.459 0.369 0.955 5.919 1.707 0.602 0.211 0.068 0.030 0.030 0.0   0.0   0.0

P
-
o
2

     25  2.159 0.444 0.474 0.730 1.587 7.702 1.903 0.316 0.075 0.015 0.0   0.0   0.0   0.0

     30  1.542 0.271 0.271 0.323 0.557 1.835 6.009 1.053 0.105 0.030 0.015 0.008 0.0   0.0

     35  0.699 0.098 0.015 0.188 0.158 0.316 0.865 2.828 0.308 0.023 0.015 0.008 0.0   0.0       "
                                                                                                 i
     40  0.196 0.023 0.045 0.023 0.023 0.053 0.105 0.361 1.038 0.150 0.038 0.023 0.0   0.0       °"

     45  0.030 0.008 0.015 0.015 0.008 0.0   0.038 0.060 0.105 0.534 0.226 0.023 0.008 0.0

     50  0.008 0.0   0.0   0.023 0.023 0.008 0.008 0.008 0.038 0.181 0.519 0.188 0.038 0.0

     55  0.0   0.0   0.0   0.008 0.008 0.0   0.0   0.0   0.015 0.045 0.173 0.384 0.165 0.0

     60  0.008 0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.015 0.038 0.120 0.233 0.053

     65  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.015 0.008 0.038 0.060



                       NORMALIZED MODE MATRIX SUMMARY

                            PERCENT IDLE         =  10.695
                            PERCENT CRUISE       =  39.305
                            PERCENT ACCELERATION =  25.449
                            PERCENT DECELERATION =  24.462

-------
      COMPACTED TRANSITION PROBABILITY  MATRIY  FDR  LA-4  OFF  HOURS                                 w
                                                                                                 E2
     INITIAL                                 FINAL  SPEEDt  PPH                                    M
o    SPEED,  0     $    10    IS    20     ?5     30   35     40    45    50    55    60    65    £
3    MPH                                                                                         "^

|      o  ***** 21.03 12.03 11.39  14.28 19.20  13.7L   5.49  2.53  0.35  0.0   0.0   0.0   0.0    £
x                                                                                                to
=      5  45.22 ***** 19.40  9.55  9.55  8.66   6.27   1.04  0.30  0.0   0.0   0.0   0.0   0.0    ^

o     10  27.47 22.53 ***** 17.06  11.26 11.77   7.85   1.54  0.51  0.0   0.0   0.0   0.0   0.0
30

g     15  24.35  9.09 15.75 *****  22.08 16.72   7.95   3.41  0.65  0.0   0.0   0.0   0.0   0.0
w
~     20  25.16  7.75  6.23 16.14  ***** 28.84  10.17   3.56  1.14  0.51  0.51  0.0   0.0   0.0
P
      25  28.03  5.76  6.15  9.47  20.61 *****  24.71   4.10  0.98  0.20  0.0   0.0   O.C   0.0

      30  25.66  4.51  4.51  5.38  9.26 30.54  *****  17.52  1.75  0.50  0.25  0.13  0.0   0.0

      35  24.73  3.46  J.32  6.65  5.59 11.17  30.59  ***** 10.90  0.80  0.53  0.27  0.0   0.0       g
                                                                                                    i
      40  18.84  2.17  4.35  2.17  2.17  5.07  10.14  34.78 ***** 14.49  3.62  2.17  0.0   0.0

      45   5.63  1.41  2.82  2.32  1.41  0.0    7.04  11.27 19.7? ***** 42.25  4.23  1.41  0.0

      50   1.45  0.0   0.0   4.35  4.35  1.45   1.45   1.45  7.25 34.78 ***** 36.23  7.25  0.0

      55   0.0   0.0   0.0   1.96  1.96  0.0    0.0   0.0    3.92 11.76 45.10 ***** 35.29  0.0

      60   3.23  0.0   0.0   0.0   0.0    0.0    0.0   0.0    0.0   6.45 16.13 51.61 ***** 22.58

      65   0.0   0.0   0.0   0.0   0.0    0.0    0.0   0.0    0.0   O.C  11.76  5.88 29.41 *****

-------
     COMPACTED AVERAGE TIME IN MODE  MATRIX  FCR LA-4 OFF HOURS                                   M
                                                                                                  50
     INITIAL                                  FINAL SPEED, HPH
o    SPEED,   0      5    10    15    20     ?5    30    35    40    45     50     55    60    65    vo
3    MPH                                                                                           K
aa                                                                                                 M
ffi      0   12.12  4.11  'i.68  8.19  10.19  12.30 14.41 16.55 19.17  0.0    0.0    0.0   0.0   0.0    w
>                                                                                                 M
SO                                                                                                 N9
*      5    3.68  2.49  4.08  6.97   9.69  11.93 13.26  0.0   0.0   0.0    0.0    0.0   0.0   0.0    M
£
o    10    5.63  3.65  1.72  4.79   7.68  10.10 11.52 14.78  0.0   0.0    0.0    0.0   0.0   O.C
SO

g    15    7.15  6.30  J.88  2.2*   5.1C   8.73 10.61 14.19  0.0   0.0    0.0    C.O   0.0   O.C
&
2    20    9.32  7.51  5.82  4.15   3.23   5.25  9.30 12.04 14.89  0.0    0.0    0.0   0.0   0.0
P
     25   11.51  9.63  3.32  7.20   4.33   5.22  4.72  8.86 12.50  0.0    0.0    0.0   0.0   0.0

     30   12.79 11.47 11.06  8.67   7.19   5.0?  6.78 14.05 14.46 15.10  11.12  10.90  8.81  4.91

     35    5.23  8.00  0.0   0.0    0.0    0.0   0.0   6.91  4.54  0.0    0.0    0.0   0.0   0.0       w
                                                                                                     oo
                                                                                                     i
     40   15.88  0.0   0.0   0.0    0.0    0.0   7.86  4.92  8.86  6.20   0.0    0.0   0.0   O.C       ^

     45    O.C   O.C   0.0   0.0    0.0    0.0   0.0   0.0   4.93  6.92   5.97   C.O   0.0   O.C

     50    0.0   0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0   4.83   9.62   6.20  0.0   0.0

     55    0.0   0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0   n.O    5.26  17.45  4.50  0.0

     60    0.0   0.0   0.0   0.0    O.C    0.0   0.0   0.0   0.0   0.0    0.0    5.94 13.26  0.0

     65    0.0   0.0   O.C   0.0    0.0    C.C   0.0   0.0   0.0   0.0    0,0    0.0   0.0   0.0

-------
                                   E9-1

SRL 2922 13  1271
                                APPENDIX E9
                          Compacted Matrices for
                   Detroit Route No.  30 Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
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LUNPALI tU
INITIAL
SPEED, C
MPH

0

5
10

15


20


25
30
35



40
45
50
55
60
65

851

42
24

20


170


802
361
552



142
124
51
87
0
152
U 1 AL
5

40

50
5

11


45


531
77
98



39
0
18
0
28
0
iwt ir
10

39

13
39

11


44


309
84
47



47
0
0
0
0
0
! MUQfc
15

42

11
2

60


31


307
68
152



127
59
20
0
0
0
MATKI
20

260

100
14

25


255


301
32
12



39
32
0
0
0
0
X hU;< UETKUIT RUUTh NU. •
FINAL SPEED, MPH
25 30 35 40

934

608
465

433


339


3156
237
17



6
10
0
0
0
0

305

215
17?

151


76


251
756
65



41
0
14
10
0
0

656

112
101

80


18


54
88
923



95
0
8
0
0
0

393

62
32

58


0


10
21
106



1151
86
0
0
0
0
JO
45

145

11
0

41


0


18
0
22



128
343
9
0
0
23
50

0

0
0

18


0


0
0
0



8
23
52
10
39
68
55

0

0
0

28


33


0
0
0



10
0
11
115
18
50
60

0

0
0

0


79


0
0
0



0
0
8
20
403
66
to
p
65 jo
IjO
0 "
M
0 M
0

163


38


0
0
28 w
VO
1
ISO
0
41
15
60
51
850

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5
ee
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0









COMPACTED MODE FREQUENCY MATRIX FOR DETROIT ROUTE NO.
INITIAL
SPEED, 0
MPH


0


5

10

15
20


25
30
35
40
45
50
55
60
65



228


13

4

3
19


93
34
38
a
7
3
4
0
4
5



11


112

2

2
7


68
9
8
3
0
1
0
1
0
10



fl


3

81

3
^


45
7
3
3
0
0
0
0
0
15



6


2

1

101
6


45
9
14
10
5
2
0
0
0
20



29


12

2

5
120


58
4
1
4
4
0
0
0
0
. 30
FINAL SPEED, MPH
25 30 35 40



84


56

50

52
64


366
4^
2
1
I
0
0
0
0



19


14

14

15
8


50
133
12
4
0
1
1
0
0



39


7

6

7
1


5
18
103
19
0
1
0
0
0



23


4

2

4
0


I
2
21
84
21
0
0
0
0

45



9


1

0

2
0


1
0
3
30
44
3
0
0
1

50



0


0

0

1
0


0
0
0
1
4
14
2
3
4

55



0


0

0

1
2


0
0
0
1
0
1
15
4
4

60



0


0

0

0
3


0
0
0
0
0
1
4
17
13

65



0


0

0

6
1


0
0
1
0
2
1
4
9
26
to
VO
IV)
N)

-------
     COMPACTED NORMALIZED TOTAL TIME MATRIX  FOR  DETROIT  ROUTE  NO.  30                              m

    INITIAL                                FINAL  SPEED,  MPH                                       ^
    SPEED,  0     5    10     15    20     25      30     35     40    45     50     55    60    65     £
    MPH                                                                                           ^
o                                                                                                 M
3     0  3.825 0.130 0.175 0.189  1.169  4.108  1.371  2.948  1.766  0.652  0.0    0.0   0.0   0.0      ^
9                                                                                                 NJ
w     5  0.189 0.225 0.058 0.049  0.449  2.733  0.966  0.503  0.279  0.049  0.0    0.0   0.0   0.0      ^
so
=    10  0.108 0.022 0.175 0.009  0.063  2.090  0.805  0.454  0.144  0.0    0.0    0.0   0.0   0.0

o    15  0.090 0.049 0.049 0.270  0.112  1.946  0.679  0.360  0.261  0.184  0.081  0.126 0.0   0.733

g    20  0.764 0.202 0.198 0.139  1.146  1.524  0.342  0.081  0.0    0.0    0.0    0.148 0.355 0.171

-    25  3.605 2.387 1.389 1.380  1.353  14.1H5  1.128  0.243  0.045  0.081  0.0    0.0   0.0   0.0
P
     30  1.623 0.346 0.378 0.306  0.144  1.065  3.398  0.396  0.094  0.0    0.0    0.0   0.0   0.0

     35  2.481 0.440 0.211 0.593  0.054  0.076  0.292  4.148  0.476  0.099  0.0    0.0   0.0   0.126       «
                                                                                                     i
     40  0.638 0.175 0.211 0.571  0.175  0.027  0.184  0.427  5.173  0.575  0.036  0.045 0.0   0.0         *"

     45  0.557 0.0   0.0   0.265  0.144  0.045  0.0    0.0    0.387  1.542  0.103  0.0   0.0   0.184

     50  0.229 0.081 0.0   0.090  0.0    0.0    0.063  0.036  0.0    0.040  0.234  0.049 0.036 0.067

     55  0.391 0.0   0.0   0.0    0.0    0.0    0.045  0.0    0.0    0.0    0.045  0.517 0.090 0.270

     60  0.0   0.126 0.0   0.0    0.0    0.0    0.0    0.0    0.0    0.0    0.175  0.081 1.811 0.229

     65  0.683 0.0   0.0   0.0    0.0    0.0    0.0    0.0    0.0    0.103  0.306  0.225 0.297 3.820
                       NORMALIZED MODE MATRIX SUMMARY

                            PERCENT  IDLE         =   3.825
                            PERCENT  CRUISE       =   36.644
                            PERCENT  ACCELERATION =   32.774
                            PERCENT  DECELERATION =   26.755

-------
     COMPACTED  NORMALIZED MODE FREQUENCY MATRIX FUR DETROIT ROUTE NO. 30                          w

    INITIAL                                 FINAL SPEED, «PH
    SPEED,  0      5     10    15    20    25     30    35    40    45    50     55    60    65     vo
„   MPH                                                                                            K
o                                                                                                  M
3     0  7.895  0.381  0.277 0.208 1.004  2.909 0.658 1.350 0.796 0.312 0.0    0.0   0.0   0.0      £

«     5  0.450  3.878  0.104 0.069 0.416  1.939 0.485 0.242 0.139 0.035 0.0    0.0   0.0   0.0      M
8
=    10  0.139  0.069  2.805 0.035 0.069  1.731 0.485 0.208 0.069 0.0   0.0    0.0   0.0   0.0

o    15  0.104  0.069  0.104 3.497 0.173  1.801 0.519 0.242 0.139 0.069 0.035  0.035  0.0   0.208

|    ?0  0.65R  0.242  0.312 0.208 4.155  2.216 0.277 0.035 0.0   0.0   0.0    0.069  0.104 0.035
3
3    25  3.220  2.355  1.558 1.558 2.008 12.673 1.731 0.173 0.035 0.035 0.0    0.0   0.0   0.0
P
     30  1.177  0.312  0.312 0.312 0.119  1.662 4.605 0.623 0.069 0.0   0.0    0.0   0.0   0.0

     35  1.316  0.277  0.104 0.485 0.035  0.069 0.416 3.566 0.727 0.104 0.0    0.0   0.0   0.035        «
                                                                                                       i
     40  C.277  0.104  0.104 0.346 0.139  0.015 0.139 0.658 2.909 1.039 0.035  0.035  0.0   0.0          ^

     45  0.242  0.0   0.0   0.173 0.139  0.035 0.0   0.0   0.727 1.524 0.139  0.0   0.0   0.069

     50  0.104  0.035  0.0   0.069 0.0    0.0   0.035 0.035 0.0   0.104 0.485  0.035  0.035 0.035

     55  0.139  0.0   0.0   0.0   0.0    0.0   0.035 0.0   0.0   0.0   0.069  0.519  0.139 0.139

     60  0.0    0.035  0.0   0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.104  0.139  0.589 0.312

     65  0.139  0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0   0.035 0.139  0.139  0.450 0.900



                        NORMALIZED MODE MATRIX SUMMARY

                             PERCENT IDLE         -   7.895
                             PERCENT CRUISE       =  42.105
                             PERCENT ACCELERATION =  25.415
                             PERCENT DECELERATION =  24.584

-------
      COMPACTED TRANSITION PROBABILITY MATRIX FOR DETROIT ROUTE  ND.  30
     INITIAL                                 FINAL SPEED,  *PH
g    SPEED,   0     5    10    15    20    25    30    35    40     45     50    55    60    65
3    MPH
|
       0   *****   4.82  3.51  2.63 12.72. 36.84  8.33 17.11 10.09   3.95   0.0    0.0   0.0   0.0
                                                                                                 tj
£      5   11.61  *****  2.6B  1.79 10.71 50.00 12.50  6.25   3.57   0.89   0.0    0.0   0.0   0.0    ^


§     10    4.94   2.47 *****  1.23  2.47 61.73 17.28  7.41   2.47   0.0    0.0    0.0   0.0   0.0
x

o     15    2.97   1.98  2.97 *****  4.95 51.49 14.85  6.93   3.96   1.98   0.99   0.99  0.0   5.94
3D
W
*"     20   15.83   5.83  7.50  5.00 ***** 53.33  6.67  0.83   0.0    0.0    0.0    1.67  2.50  0.83

S
      25   25.41  18.58 12.30 12.30 15.85 ***** 13.66  1.37   0.27   0.27   0.0    0.0   0.0   0.0


      30   25.56   6.77  6.77  6.77  3.01 36.09 ***** 13.53   1.50   0.0    0.0    0.0   0.0   0.0


      35   36.89   7.77  2.91 13.59  0.97  1.94 11.65 ***** 20.39   2.91   0.0    0.0   0.0   0.97       w
                                                                                                     i

      40    9.52   3.57  3.57 11.90  4.76  1.19  4.76 22.62 *****  35.71   1.19   1.19  0.0   0.0


      45   15.91   0.0   0.0  11.36  9.09  2.27  0.0   0.0  47.73  *****   9.09   0.0   0.0   4.55


      50   21.43   7.14  0.0  14.29  0.0   0.0   7.14  7.14   0.0   21.43  *****   7.14  7.14  7.14


      55   26.67   0.0   0.0   0.0   0.0   0.0   6.67  0.0    0.0    0.0   13.33  ***** 26.67 26.67


      60    0.0    5.88  0.0   0.0   0.0   0.0   0.0   0.0    0.0    0.0   17.65  23.53 ***** 52.94


      65   15.38   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0    3.85  15.38  15.38 50.00 *****

-------
®

COMPACTED
INIT
I At
g SPEED, 0
3
30
PI
c/>
cn
>•
1
1
§
SB
B
-
°









MPH

0

5
10
15


20
25
30
35

40
45
50
55
60
65


3.73

3.23
6.00
6.67


8.95
8.62
10.62
14.53

17.75
17.71
17.00
21.75
0.0
38.00
AVERAGE TIMh IN MOHE MATRIX F(1P DETROIT ROUTE NO. 30

4


3.64

0.45
2.50
3.50


6.43
7.81
rt.56
12. .75

13.00
0.0
18.00
0.0
26.00
0.0

10


4.88

4. 33
0.48
3.67


4.89
6.87
>. 31
15.67

15.67
0.0
o.o
0.0
0.0
0.0

15


7.00

5.50
2.00
0.59


5.17
6.82
7.56
9.43

12.70
ll.HO
10.00
0.0
0.0
0.0

20


8.97

8.33
7.00
5.00


2.13
5.19
8.00
12.00

9.75
8.00
0.0
0.0
0.0
0.0
F]
25


11.12

10.86
9.30
8.33


5.30
8.6?
4.94
8.50

6.00
10.00
0.0
0.0
0.0
0.0
P
NAL SPtfcl), MPH ^
30


16.05

15.36
12.79
10.07


9.50
5.02
5.68
5.42

10.25
0.0
14.00
10.00
0.0
0.0
35


16.82

16.00
16.83
11.43


18.00
10.80
4.89
8.96

5.00
0.0
8.00
0.0
0.0
0.0
40


17.09

15.50
16.00
14.50


0.0
10.00
10.50
5.05

13.70
4.10
0.0
0.0
0.0
0.0
45


16.11

11.00
0.0
20.50


0.0
16.00
0.0
7.33

4.27
7.80
3.00
0.0
0.0
23.00
50


0.0

0.0
0.0
18.00


0.0
0.0
0.0
0.0

8.00
5.75
3.71
5.00
13.00
17.00
55


0.0

0.0
0.0
28.00


16.50
0.0
0.0
0.0

10.00
0.0
11.00
7.67
4.50
12.50
60 65 jo
ro
i— i
0.0 0.0 "
KJ
0.0 0.0 M
0.0 0.0
0.0 27.17


26.33 38.00
0.0 0.0
0.0 0.0
0.0 28.00 «
i
0.0 0.0 ^
0.0 20.50
8.00 15.00
5.00 15.00
23.71 5.67
5.08 32.69

-------
                                   E10-1

SRL 2922 13  1271
                               APPENDIX E10
                         Compacted Matrices for
                   Detroit Route  No.  40 Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
®
i
30
cn
m
1
s
90
|
3








COMPACTED 1
INITIAL
SPEED, 0
MPH

0
5
10
15
20
25
30
35
40
45
50
55
60
65

892
28
45
18
230
778
208
314
146
155
115
64
0
104
fOTAL TIME IN .10DE
5 10 15

10
32
14
8
106
544
137
22
0
0
59
18
0
0

59
0
75
45
113
547
163
150
30
0
0
0
0
0

54
8
11
187
175
767
81
176
122
56
0
0
0
0
MATRI
20

169
159
191
148
649
612
71
9
74
21
0
0
0
0
X FOR DETROIT ROUTE NO. 40
FINAL SPEED, MPH
25 30 35 40 45

1009
664
978
1043
584
5690
299
42
13
0
0
0
0
0

403
152
101
159
50
468
410
60
12
7
0
0
0
0

358
106
66
38
61
139
163
1240
72
12
8
0
0
23

290
58
26
38
0
35
0
153
1134
64
0
0
0
0

225
41
0
18
11
0
9
15
96
208
4
6
0
18
50

0
0
0
0
59
0
0
0
0
8
45
23
12
110
55

0
0
0
15
0
0
0
0
0
8
16
58
38
48
60

0
0
0
46
0
0
0
0
0
0
10
33
351
50
V)
P
65 S
to
t-
0 °
to
0 M
0
140
145
23
0
0
0
23
15
10
79
874
M
to

-------
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COMPACTED MODE FREQUENCY MATRIX FOR OETUOIT ROUTE NO.
INITIAL
SPEED, 0 5
MPH

0

5
10

15

20


25
30
35

40
45
50
55
60
65

223

6
6

3

33


99
22
24

10
9
5
3
0
3

3

120
5

1

17


74
17
2

0
0
3
I
0
0
10

12

0
178

12

23


90
21
16

3
0
0
0
0
0
15

8

I
4

223

41


122
10
20

10
6
0
0
0
0
20

18

19
31

30

261


135
9
1

9
2
0
0
0
0
40
FINAL SPEtDt MPH
25 30 35 40

96

66
117

145

130


637
75
7

2
0
0
0
0
0

34

13
-.,

16

4


94
185
16

1
1
0
0
0
n

22

9
4

4

4


18
30
118

18
2
1
0
0
1

18

4
2

3

0


4
0
29

71
16
0
0
0
0

45

12

2
0

1

1


0
I
3

18
39
1
1
0
1

50

0

0
0

0

3


0
0
0

0
1
15
3
1
6

55

0

0
0

1

0


0
0
0

0
1
3
15
4
4

60

0

0
0

2

0


0
0
0

0
0
1
6
21
12
Vt
P
to
65 IS
NJ
h-
oo
o M
N>
0 ^
0

5

5


1
0
0 w
o
0 w
1
1
1
16
27

-------
    COMPACTED  NORMALI/ED TOTAL TIME MATRIX FOR DETROIT ROUTE NO. 40                             w

    INITIAL                                 FINAL SPEED, MPH
    SPEED,   0      5     10    15    20    25     30    35    40    45    50     55     60     65     £
%   MPH                                                                                           N>
o                                                                                                M
3    0   3.176  0.036  0.210 0.192 0.602  3.592 1.435 1.275 1.033 0.801 0.0   0.0    0.0    0.0      ^
9                                                                                                •"!
M                                                                                                ~
jfj    5   0.100  0.114  0.0   0.028 0.566  2.364 0.541 0.377 0.207 0.146 0.0   0.0    0.0    0.0      M
3D
*   10   0.160  0.050  0.267 0.039 0.680  3.4S2 0.360 0.235 0.093 0.0   0.0   0.0    0.0    0.0

|   15   0.064  0.028  0.160 0.666 0.527  3.713 0.566 0.135 0.135 0.064 0.0   0.053  0.164  0.498

1   20   0.819  0.377  0.402 0.623 2.311  2.079 0.178 0.217 0.0   0.039 0.210 0.0    0.0    0.516
w
g   25   2.770  1.937  1.948 2.731 2.179 20.258 1.666 0.495 0.125 0.0   0.0   0.0    0.0    0.082
P
    30   0.741  0.488  0.580 0.288 0.253  1.065 1.460 0.580 0.0   0.032 0.0   0.0    0.0    0.0

    35   1.118  0.078  0.534 0.627 0.032  0.150 0.214 4.415 0.545 0.053 0.0   0.0    0.0    0.0         w
                                                                                                    o
    40   0.520  0.0    0.107 0.434 0.263  0.046 0.043 0.256 4.037 0.342 0.0   0.0    0.0    0.0         *•

    45   0.552  0.0    0.0   0.199 0.075  0.0   0.025 0.043 0.228 0.741 0.028 0.028  0.0    0.082

    50   0.409  0.210  0.0   0.0   0.0    0.0   0.0   0.028 0.0   0.014 0.160 0.057  0.036  0.053

    55   0.228  0.064  0.0   0.0   0.0    0.0   0.0   0.0   0.0   0.021 0.082 0.207  0.117  0.036

    60   0.0    0.0    0.0   0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.043 0.135  1.250  0.281

    65   0.370  0.0    0.0   0.0   0.0    0.0   0.0   0.082 0.0   0.064 0.392 0.171  0.178  3.112
                       NORMALIZED MODE MATRIX SUMMARY

                            PERCENT IDLE         *   3.176
                            PERCENT CRUISE       =  38.998
                            PERCENT ACCELERATION =  32.026
                            »ERCENT DECELERATION -  25.798

-------
    COMPACTED  NORMAL I/ED MODE FlfcQUENCY MATRIX FOR DETROIT  ROUTE  NO.  40                         w
                                                                                                  IN
   INITIAL                                 FINAL SPEED,  MPH
   SPEED,   0      5    10    15    70    25     30    35    40     45    50    55    60     65     vo
   MPH                                                                                            K
O                                                                                                 h-
•5    0   5.227  0.070 0.281 0.188 0.422  2.250 0.797 0.516  0.422  0.281  0.0   0.0   0.0   0.0      w
90                                                                                                 I"1
PI                                                                                                 N>
«    5   0.141  2.813 0.0   0.023 0.445  1.547 0.305 0.211  0.094  0.047  0.0   0.0   0.0   0.0      M
30
n
x   10   0.141  0.117 4.173 0.094 0.727  2.743 0.211 0.094  0.047  0.0   0.0   0.0   0.0   0.0

|   15   0.070  0.023 0.281 5.227 0.703  3.399 0.375 0.094  0.070  0.023  0.0   0.023 0.047 0.117
>•
I   20   0.774  0.398 0.539 0.961 6.118  3.047 0.094 0.094  0.0    0.023  0.070 0.0   0.0   0.117
n
2   25   2.321  1.735 2.110 2.860 3.165 14.932 2.203 0.422  0.094  0.0   0.0   0.0   0.0   0.023
O
    30   0.516  0.398 0.492 0.234 0.211  1.75R 4.337 0.703  0.0    0.023  0.0   0.0   0.0   0.0

    35   0.563  0.047 0.375 0.469 0.023  0.164 0.375 2.766  0.680  0.070  0.0   0.0   0.0   0.0         w
                          •                                                                           H-*
                                                                                                     O
    40   0.234  0.0   0.070 0.?34 0.211  0.047 0.023 0.422  1.664  0.422  0.0   0.0   0.0   0.0         01

    45   0.211  0.0   0.0   0.141 0.047  0.0   0.0,?3 0.047  0.375  0.914  0.023 0.023 0.0   0.023

    50   0.117  0.070 0.0   0.0   C.O    0.0   0.0   0.023  0.0    0.023  0.352 0.070 0.023 0.023

    55   0.070  0.023 0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.023  0.070 0.352 0.141 0.023

    60   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.023 0.094 0.492 0.375

    65   0.070  0.0   0.0   0.0   0.0    0.0   0.0   0.023  0.0    0.023  0.141 0.094 0.281 0.633
                       NORMALIZED MODE MATRIX SUMMARY

                            PERCENT IDLE         =   5.227
                            PERCENT CRUISE       =  44.773
                            PERCENT ACCELERATION =  25.475
                            PERCENT DECELERATION =  24.514

-------
    COMPACTED  TRANSITION PROBABILITY MATRIX FOR DETROIT ROUTE  NO.  40                           w
                                                                                                £
    INITIAL                                 FINAL SPEED, MPH                                     M
§   SPEED,   0     5    10    15    20    25    30    35    40     45    50     55    60    65    £
3   MPH                                                                                          N>
•»                                                                                               £
|    0   *****   1.35  5.38  3.59  8.07 43.05 15.25  9.87   8.07   5.38   0.0    0.0   0.0   0.0    ^
»                                                                                               1^
£    5    5.00  *****  0.0   0.83 15.83 55.00 10.83  7.50   3.33   1.67   0.0    0.0   0.0   0.0    ^

•   10    3.37   2.81 *****  2.25 17.42 65.73  5.06  2.25   1.12   0.0   0.0    0.0   0.0   0.0
90
     15    1.35   0.45  5.38 ***** 13.45 65.02  7.17  1.79   1.35   0.45   0.0    0.45  0.90  2.24

     20   12.64   6.51  8.81 15.71 ***** 49.31  1.53  1.53   0.0    0.38   1.15   0.0   0.0   1.92

     25   15.54  11.62 14.13 19.15 21.19 ***** 14.76  2.83   0.63   0.0    0.0    0.0   0.0   0.16

     30   11.89   9.19 11.35  5.41  4.86 40.54 ***** 16.22   0.0    0.54   0.0    0.0   0.0   0.0

     35   20.34   1.69 13.56 16.95  0.85  5.93 13.56 ***** 24.58   2.54   0.0    0.0   0.0   0.0

     40   14.08   0.0   4.23 14.08 12.68  2.82  1.41 25.35 *****  25.35   0.0    0.0   0.0   0.0

     45   23.08   0.0   0.0  15.38  5.13  0.0   2.56  5.13 41.03  *****   2.56   2.56  0.0   2.56

     50   33.33  20.00  0.0   0.0   0.0   0.0   0.0   6.67   0.0    6.67  *****  20.00  6.67  6.67

     55   20.00   6.67  0.0   0.0   0.0   0.0   0.0   C.O    0.0    6.67  20.00  ***** 40.00  6.67

     60    0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0    0.0    4.76  19.05 ***** 76.19

     65   11.11   C.O   0.0   0.0   0.0   0.0   0.0   3.70   0.0    3.70  22.22  14.81 44.44 *****

-------
      COMPACTtD AVERAGE TIMF IN MODE MATRIX  FOR  DETROIT ROUTE NO. 40                            M
                                                                                                 fa
     INITIAL                                 FINAL  SPEED, MPH                                    M
§    SPEED,   0     5    10    15    20     25     30    35    40    45    50    55     60    65   jo
3    MPH                                                                                         ^
38                                                                                                M
|      0   4.00  3.33  4.92  6.75  9.39  10.51  11.95 16.27 16.11 18.75  0.0   0.0    0.0   0.0   "

ac      5   4.67  0.27  0.0   8.00  8.37  10.06  11.69 11.78 14.50 20.50  0.0   0.0    0.0    0.0

§     10   7.50  2.80  0.42  2.75  6.16   8.36  11.22 16.50 13.00  0.0   0.0   0.0    0.0    0.0
>
g     15   6.00  8.00  3.75  0.84  4.93   7.19   9.94  9.50 12.67 18.00  0.0  15.00  23.00  28.00
so
5     20   6.97  6.24  4.91  4.27  2.49   4.49  12.50 15.25  0.0  11.00 19.67  0.0    0.0   29.00

      25   7.86  7.35  6.08  6.29  4.53   8.93   4.98  7.72  8.75  0.0   0.0   0.0    0.0   23.00

      30   9.45  8.06  7.76  8.10  7.89   3.99   2.22  5.43  0.0   9.00  0.0   0.0    0.0    0.0

      35  13.08 11.00  9.38  8.80  9.00   6.00   3.75 10.51  5.28  5.00  0.0   0.0    0.0    0.0       w
                                                                                                     o
      40  14.60  0.0   10.00  12.20  8.22   6.50  12.00  4.00 15.97  5.33  0.0   0.0    0.0    0.0       ^

      45  17.22  0.0   0.0   9.33  10.50   0.0    7.00  6.00  4.00  5.33  8.00  8.00   0.0   23.00

      50  23.00 19.67  0.0   0.0   0.0    0.0    0.0    8.00  0.0   4.00  3.00  5.33  10.00  15.00

      55  21.33 18-00  0.0   0.0   0.0    0.0    0.0    0.0   0.0   6.00  7.67  3.87   5.50  10.00

      60   0.0   0.0   0.0   0.0   0.0    0.0    0.0    0.0   0.0   0.0  12.00  9.50  16.71   4.94

      65  34.67  0.0   0.0   0.0   O.C    0.0    0.0   23.00  0.0  18.00 18.33 12.00   4.17  32.37

-------
                                   Ell-1

SRL 2922 13  1271
                               APPENDIX Ell
                         Compacted  Matrices for
                   Detroit Route  No.  50 Survey Results
      SCOTT RESEARCH LABORATORIES, INC

-------
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0
30
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COMPACTED TOTAL
INITIAL
SPEED, 0
MPH
0 1622

5
10
15
20
25
30
35
40
45
50
55
60
65

30
17
3
167
737
472
595
202
145
110
87
61
99
r»
25

21
0
4
93
437
102
7
24
23
0
36
0
28
riME IN MODE
10 15
47 51

0
71
29
107
504
195
39
62
13
0
0
0
0

4
8
197
97
648
111
246
87
66
18
0
0
0
MATRI
20
133

65
157
119
531
601
155
44
17
55
8
0
0
0
X FOR DETROIT ROUTE NO. 50
FINAL SPEED, MPH
?5 30 35 40 45
874 567 672 470 255

48?
775
835
486
5606
536
64
22
11
0
0
0
0

222
174
186
110
596
963
156
18
6
0
0
0
0

86
28
66
175
82
186
1895
302
16
0
0
0
0

39
0
62
19
8
24
225
1569
150
0
0
0
28

43
0
25
12
9
10
65
154
482
36
8
0
46
50
78

0
0
18
18
0
0
0
0
37
55
11
21
46
55
0

0
0
18
18
0
0
0
0
0
23
100
28
74
60
0

0
0
0
74
0
0
0
0
0
22
12
202
76
en
NJ
65 £
K>
U)
o M
N>
0 M
0
163
109
0
0
0
0
27
32
30
58
934
 I
10

-------
££>£ COMPACTED MODE FREQUENCY MATRIX FOR DETRHIT ROUTfe NO.
<»
r>
3
90
m
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30
X
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1
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z
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INITIAL
SPEED,
MPH


0

5
10
15
20


25
30
35
40
45
50
55
60
65
0



254

11
3
1
22


91
45
44
13
9
6
4
2
3
5



8

101
0
1
16


56
13
1
2
1
0
2
0
1
10



10

0
142
9
22


73
24
4
5
1
0
0
0
0
15



7

1
3
192
21


105
13
25
7
6
2
0
0
0
20



13

'>
24
26
225


113
22
5
2
6
1
0
0
0
, 50




FINAL SPEED, MPH
25



81

49
91
114
105


572
131
1
?
I
0
0
0
0
30



45

19
18
20
14


122
287
30
2
1
0
0
0
0
35



42

6
3
7
14


10
35
171
59
2
0
0
0
0
40



29

3
0
4
2


1
3
46
122
29
0
0
0
1
45



15

3
0
2
1


1
I
7
30
67
6
1
0
2
50



4

0
0
1
1


0
0
0
0
9
23
3
2
2
55



0

0
0
1
1


0
0
0
0
0
4
15
4
7
60



0

0
0
0
3


0
0
0
0
0
2
3
19
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65 £
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10
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0
6
3


0
0
0 w
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0 to
2
2
2
11
25

-------
COMPACTED NORMALISED  TOTAL  TIME  MATRIX FOR DETROIT ROUTE NO. 50
©
0
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tESEARCH L
to
o
90
§
2
?



INITIAL
SPEED, 0
MPH
0
5
10
15
20
25
30
35
40
5.092
0.094
0.053
0.009
0.524
2.313
1.482
1.868
0.634
5
0.078
0.066
0.0
0.013
0.292
1.372
0.320
0.022
0.075
10
0.14R
0.0
0.223
0.091
0.336
1.582
0.612
0.122
0.195
15
0.160
0.013
0.025
0.618
0.304
2.034
0.348
0.772
0.273
20
0.417
0.204
0.493
0.374
1.667
1.887
0.487
0.138
0.053
FINAL SPEED, MPH
25 30 35 40
2.744
1.513
2.433
2.621
1.526
17.5-77
1.683
0.201
0.069
1.780
0.697
0.546
0.584
0.345
1.871
3.039
0.490
0.057
2.109
0.270
0.088
0.207
0.549
0.257
0.584
5.948
0.948
1.475
0.122
0.0
0.195
0.060
0.025
0.075
0.706
4.925
45
0.800
0.135
0.0
0.078
0.038
0.028
0.031
0.204
0.483
50
0.245
0.0
0.0
0.057
0.057
0.0
0.0
0.0
0.0
55
0.0
0.0
0.0
0.057
0.057
0.0
0.0
0.0
0.0
60
0.0
0.0
0.0
0.0
0.232
0.0
0.0
0.0
0.0
t->
65 is
to
h-1
o.o w
H— '
0.0 M
0.0
0.512
0.342
0.0
0.0
0.0
0.0
45  0.455 0.072 0.041  0.207  0.173   0.035 0.019 0.050 0.471 1.513 0.116 0.0   0.0   0.085

50  0.345 0.0   0.0    0.057  0.025   0.0   0.0   0.0   0.0   0.113 0.173 0.072 0.069 0.100

55  0.273 0.113 0.0    0.0    0.0     0.0   0.0   0.0   0.0   0.025 0.035 0.314 0.038 0.094

60  0.191 0.0   0.0    0.0    0.0     0.0   0.0   0.0   0.0   0.0   0.066 0.088 0.634 0.182

65  0.311 0.088 0.0    0.0    0.0     0.0   0.0   0.0   0.088 0.144 0.144 0.232 0.239 2.932



                  NORMALIZED  MODE  MATRIX SUMMARY

                       PERCENT  IDLE         =   5.092
                       PERCENT CRUISE        =  39.649
                       PERCENT ACCELERATION =  29.406
                       PERCENT DECELERATION =  25.853

-------
     COMPACTED NORMALIZED  MODE  FSFQUENCY MATrUX FOR DFTROIT RHUTE  NO.  50                         w
                                                                                                   P
    INITIAL                                 FINAL SPEED, MPH                                       ^
    SPEED,  0     5     10     15    20    25     30    35    40     45     50    55    60    65     }g
    MPH                                                                                            N»

H     0  5.734 0.181 0.226 0.158 0.293  1.828 1.016 0.948 0.655  0.339  0.090 0.0   0.0   0.0      ^
m                                                                                                  ^
g     5  0.248 2.280 0.0    0.023 0.203  1.106 0.429 0.135 0.068  0.068  0.0   0.0   0.0   0.0      M

*    10  0.068 0.0   3.205 0.068 0.542  2.054 0.406 0.068 0.0    0.0    0.0   0.0   0.0   0.0

|    15  0.023 0.023 0.203 4.334 0.587  2.573 0.451 0.158 0.090  0.045  0.023 0.023 0.0   0.135

g    20  0.497 0.361 0.497 0.474 5.079  2.370 0.316 0.316 0.045  0.023  0.023 0.023 0.068 0.068
m
5    25  2.054 1.264 1.648 2.370 2.551 12.912 2.754 0.226 0.023  0.023  0.0   0.0   0.0   0.0
O
     30   1.016 0.293 0.54? 0.293 0.497  2.957 6.479 0.790 0.068  0.023  0.0   0.0   0.0   0.0

     35   0.993 0.023 0.010 0.564 0.113  0.203 0.677 3.860 1.038  0.158  0.0   0.0   0.0   0.0

     40   0.293 0.045 0.113 0.158 0.045  0.045 0.045 1.332 2.754  0.677  0.0   0.0   0.0   0.0

     45   0.203 0.023 0.023 0.135 0.135  0.023 0.023 0.045 0.655  1.512  0.203 0.0   0.0   0.045

     50   0.135 0.0   0.0   0.045 0.023  0.0   C.O   0.0   0.0    0.135  0.519 0.090 0.045 0.045

     55   0.090 0.045 0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.023  0.068 0.339 0.068 0.045

     60   0.045 0.0    0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0    0.045 0.090 0.429 0.248

     65   0.068 0.023  0.0   0.0   0.0    0.0   0.0   0.0   0.023  0.045  0.045 0.158 0.203 0.564
                        NORMAL I?FD MODE MATRIX SUMMARY

                             PeRCE^4T IDLE         *   5.734
                             PERCENT CKUISE       =  44.266
                             PERCENT ACCELERATION =  24.808
                             PERCENT DECELER<\TION =  25.191

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 COMPACTED TRANSITION  PROBABILITY MATRIX FOR DETROIT ROUTE NO. 50

INITIAL                                 FINAL SPEEO, MPH
SPE
MPH
9   SPEED,  0      5     10    15    ?0    ?5    30    35    40    45    50     55     60    65
g     o  *****   3.15   3.94  2.76  5.12 31.89 17.72 16.54 11.42  5.91  1.57   0.0    0.0    0.0
30                                                                                                K)
=     5  10.89  *****   0.0   0.99  8.91 48.51 18.81  5.94  2.97  2.97  0.0    0.0    0.0    0.0    ^
E
o    10   2.11   0.0   *****  2.11 16.90 64.08 12.68  2.11  0.0   0.0   0.0    0.0    0.0    0.0
30

|    15   0.52   0.52   4.69 ***** 13.54 59.37 10.42  3.65  ?.08  1.04  0.52   0.52   0.0    3.12
S
-    20   9.78   7.11   0.78  9.33 ***** 46.67  6.22  6.22  0.89  0.44  0.44   0.44   1.33   1.33
O
     25  15.91   9.79  12.76 18.36 19.76 ***** 21.33  1.75  0.17  0.17  0.0    0.0    0.0    0.0

     30  15.68   4.53   8.36  4.53  7.67 45.64 ***** 12.20  1.05  0.35  0.0    0.0    0.0    0.0

     35  25.73   0.58   2.34 14.62  2.92  5.26 17.54 ***** 26.90  4.09  0.0    0.0    0.0    0.0        "
                                                                                                     h-
     40  10.66   1.64   4.10  5.74  1.64  1.64  1.64 48.36 ***** 24.59  0.0    0.0    0.0    0.0        <*

     45  13.43   1.49   1.49  8.96  8.96  1.49  1.49  2.99 43.28 *****  13.43   0.0    0.0    2.99

     50  26.09   0.0    0.0   8.70  4.35  0.0   0.0   0.0   0.0  26.09  *****  17.39   8.70   8.70

     55  26.67  13.33   0.0   0.0   0.0   0.0   0.0   0.0   0.0   6.67  20.00  *****  20.00  13.33

     60  10.53   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   10.53  21.05  *****  57.89

     65  12.00   4.00   0.0   0.0   0.0   0.0   0.0   0.0   4. CO  8.00  8.00  28.00  36.00  *****

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     COMPACTED  AVERAGE TIHF H XGDE MATRIX  FOR  DETROIT ROUTE NO. 50

    INITIAL                                  FINAL SPEED, MPH
                                                                                                   ^
g   SPEED,  0      b     10    15    20     25     30    15    40    45     50    55    60     65     £
3   HPH                                                                                            N>
38                                                                                                  I—
1     0   6.39   3.13  4.70  7.29 10.23  10.77  12.60 16.00 16.21 17.00  19.50   0.0   0.0   0.0
£                                                                                                  £
                                                                                                   *-4
£     5   ?.73   0.21  0.0   4.00  7.*??   9.84  11.68 14.33 13.00 14.33   0.0   0.0   0.0   0.0     i-1
£
§    10   5.67   0.0    0.50  2.67  6.54   8.5?   9.67  9.33  0.0   0.0    0.0   0.0   0.0   0.0
30
o    15   3.00   4.00  3.22  1.03  4.58   7.32   9.30  9.43 15.50 12.50  18.00  18.00  0.0  27.17
90
S
•"    20   7.5?   5.81  4.86  4.6?  2.36   4.63   7.R6 12.50  9.50 12.00  18.00  18.00 24.67 36.33
P
     25   8.10   7.30  6.90  6.17  5.32   9.HO   4.89  8.20  8.00  9.00   0.0   0.0   0.0   0.0

     30   10.49   7.rt5  H.13  8.54  7.05   4.0?   3.37  5.31  8.00 10.00   0.0   0.0   0.0   0.0

     33   13.52   7.00  '^.75  9.P4  8.80   7.11   »>.20 11.08  4.89  9.29   0.0   0.0   0.0   0.0

     40   15.54  12.00 12.40 12.43  8.50  11.00   9.00  5.12 12.86  5.13   0.0   0.0   0.0   0.0

     45   16.11  23.00 13.00 11.00   ?.17  11.00   6.00  8.00  5.17  7.19   4.11   0.0   0.0  13.50

     50   18.33   0.0   0.0   9.00  3.00   O.C    0.0   0.0   0.0   6.00   2.39   5.75 11.00 16.00

     55   21.75  18.00  0.0   0.0   0.0    O.C    0.0   0.0   0.0   8.00   3.67   6.67  4.00 15.00

     60   3O.50   0.0   0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0   10.50   7.00 10.63  5.27

     65   33.00  28.00  0.0   0.0   0.0    O.n    0.0   0.0  28.00 23.00  23.00  10.57  8.44 37.36

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                                    F-l
SRL 2922  13  1271
                                 APPENDIX F
                    TIME/DISTANCE/AVERAGE-SPEED  SUMMARY
       SCOTT RESEARCH LABORATORIES, INC

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                                   F-2



SRL 2922 13 1271








          Table F-l presents,  for  each  city  and the five-city composite,




a summary of the amount of  time  devoted to data collection, the distance




travelled, and the average  speeds  for non-freeway  roads,  freeways, and



overall.
     SCOTT RESEARCH LABORATORIES, INC

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©
SCOTT RESEARCH LA
o
90
O
90
P
*••
O











Table F-l
Time/Distance/Average-Speed Summary by
Non-Freeway Freeway

Survey
Time,
City Hours

Los Angeles 202.8913

Houston 133.5035
Cincinnati 69.1133
Chicago 156.4341
New York 144.7602
5-City 706.7019
Composite

Survey
Dist.,
Miles

4703.9

3076.0
1548.4
3334.4
2580.0
15242.7


Average
Speed,
MPH

23.18

23.04
22.40
21.32
17.82
21.57


Survey
Time,
Hours

64.5446

27.6478
8.4347
22.4964
29.2072
152.3308


Survey
Dist.,
Miles

3141.6

1390.4
460.1
1046.6
1183.8
7222.5


Road Type

Average
Speed,
MPH

48.67

50.29
54.55
46.52
40.53
47.41



N>
vo
N>
N>
UJ
N>
-J
Both Road Types

Survey
Time,
Hours

267.4358

161.1513
77.5480
178.9305
173.9674
859.0325


Survey
Dist. ,
Miles

7845.5

4466.3
2008.5
4381.0
3763.8
22465.2


Average
Speed,
MPH

29.34

27.72
25.90
24.48
21.64
26.15


-------