-------
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
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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,
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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
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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
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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
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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
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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
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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
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E-l
SRL 2922-13-1271
APPENDIX E
Compacted Matrices Describing
Vehicle Operating Patterns
SCOTT RESEARCH LABORATORIES. INC
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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
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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 *****
-------
€>
i
RESEARCH
UBORATOR]
M
-
°
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
U>
cn
90
n
5:
00
o
90
90
B
~
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
-------
©
90
m
3B
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90
g
2
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j»
5
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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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4
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>
SO
£
5
ee
o
5
90
E
3
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
-------
©
1
30
PI
PI
90
n
o
5
i
n
—
z
O
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
-------
®
0
30
m
CO
so
X
§
so
1
J»
O
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
U)
30
X
CD
o
1
"
z
o
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
9
CO
p
KJ
65 £
ro
I-1
CO
0
10
0 M
0
6
3
0
0
0 w
H"
0 to
2
2
2
11
25
-------
COMPACTED NORMALISED TOTAL TIME MATRIX FOR DETROIT ROUTE NO. 50
©
0
«H
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
-------
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 *****
-------
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
-------
F-l
SRL 2922 13 1271
APPENDIX F
TIME/DISTANCE/AVERAGE-SPEED SUMMARY
SCOTT RESEARCH LABORATORIES, INC
-------
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
-------
©
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
-------