APPENDIX – C

CALCULATED DATA IN THE VICINITY OF MAXIMUM TRAFFIC

A Subset of Appendix B

Definitions and Explanations

A typical data segment is shown below.

32 1 SB OFF TO NB 101 (PHANTOM)

Exit quota : 4

N (1-1) (1-2) (1-3)

0 6802 6.8020e-002 0.0000e+000

1 17946 1.7946e-001 7.1988e-002

2 24220 2.4220e-001 1.9431e-001

3 21630 2.1630e-001 2.6030e-001

4 29053 2.9053e-001 4.6617e-001

5 294 2.9400e-003 5.8967e-003

6 51 5.1000e-004 1.2275e-003

7 4 4.0000e-005 1.1232e-004

Total leaving: 249292 Average: 2112 vehicles/hr

CONFLICTS:

N (7-1) (7-2) (7-3)

1 111 1.1100e-003 4.4526e-004

2 14 1.4000e-004 1.1232e-004

Total 139 1.3900e-003 5.5758e-004

The segment header contains three types of information. First is the station number, in this instance 32. The second is the station type. The indication of type 1, indicates that this station is freeway off ramp. (See below for the various types of stations.) The third is a description of the station, in this case indicating a freeway off-ramp to the northbound 101.

There is also an indication that this is a phantom off-ramp. The actual off-ramp carries all the traffic for the 101, both north and south. As we are interested in conflicts, we are obliged to split the two. Using the adjusted data for the actual off-ramp, we split it into north and south components in proportion to101 data.

If a quota is specified for this station, the quota is listed as shown, in this instance, the quota is 4. If following the quota, there is an indication such as;

10 + 1.1000e-002, 1.1000e-003, 1.1000e-004

This is an indication that in addition to a regular quota of 10, a probability of 1.1 % of the time an additional vehicle is added to the packet. Correspondingly, 0.11 % probability exist for a second, and 0.011 % exists for a third.

Also, there are no heading titles, only a numerical designation. The titles are found listed below.

The conflicts are listed separately for each freeway ramp, both on and off, under their own designation. Please note that the total do not add to the columns above, rather it is the weighted total (i.e., a conflict with two vehicles counts twice as much as a single vehicle.) If there is simply a single notation for conflict, such as <1.000e-5; this is an indication that no conflicts were calculated.

Types:

0 Freeway total traffic

1 Off-ramp to another freeway

2 On-ramp from another freeway

3 Ordinary off-ramp

4 Ordinary on-ramp

5 Cross-traffic, traffic on receiving freeway. An indication of

vacancies for exiting vehicles

6 Continuing traffic, traffic on line immediately preceding a

freeway on-ramp

Column Headings

0 - 1 Total number of packets with N vehicles

0 - 2 Fraction of total number with N vehicles

0 - 3 Fraction of total traffic in packets with N vehicles

1 - 1 Number of vehicles leaving at this location (exit to another

freeway) in groups of N vehicles

1 - 2 Fraction of total number in groups of N vehicles

1 - 3 Fraction of total traffic leaving in groups of N

2 - 1 Number of vehicles entering at this location (from fwy )

in groups of N

2 - 2 Fraction if total number in groups of N vehicles

2 - 3 Fraction of total traffic entering in groups on N

3 - 1 Number of vehicles leaving at this location in groups of N

3 - 2 Fraction if total number in groups of N vehicles

3 - 3 Fraction of total traffic leaving in groups of N

4 - 1 Number of vehicles experiencing a delay of N cycles

4 - 2 Fraction of total number experiencing delay

4 - 3 Cumulative fraction experiencing delay

5 - 1 Number of vehicles with N vehicles in packet on receiving line

5 - 2 Fraction of vehicles with N vehicles in packet

6 - 1 Number of vehicles with N vehicles in packet already on the line immediately upstream of the location of entering vehicles

6 - 2 Fraction of vehicles with N vehicles in packet

7 - 1 Number of conflicts involving N vehicles

7 - 2 Fraction of conflicts involving N vehicles per number of potential transfer opportunities

7 - 3 Fraction of conflicts involving N vehicles per participating vehicle

SB I 405 - SAN DIEGO FREEWAY, alternate data, Los Angeles County

Traffic is 2.2 times Average Daily Traffic (ADT).

Number of iterations is 100000; equivalent to 118.1 hours of operation.

55 0 BEL AIR, WATERFORD STREET/MONTANA AVENUE <=> WILSHIRE BOULEVARD

N (0-1) (0-2) (0-3)

1 2 2.0000e-005 1.3785e-006

2 3 3.0000e-005 4.1356e-006

3 27 2.7000e-004 5.5831e-005

4 58 5.8000e-004 1.5991e-004

5 175 1.7500e-003 6.0311e-004

6 434 4.3400e-003 1.7949e-003

7 955 9.5500e-003 4.6078e-003

8 1906 1.9060e-002 1.0510e-002

9 3148 3.1480e-002 1.9528e-002

10 4971 4.9710e-002 3.4264e-002

11 6855 6.8550e-002 5.1974e-002

12 8860 8.8600e-002 7.3283e-002

13 10470 1.0470e-001 9.3817e-002

14 11312 1.1312e-001 1.0916e-001

15 11279 1.1279e-001 1.1661e-001

16 10599 1.0599e-001 1.1689e-001

17 8895 8.8950e-002 1.0423e-001

18 7413 7.4130e-002 9.1972e-002

19 5347 5.3470e-002 7.0025e-002

20 7291 7.2910e-002 1.0051e-001

Total throughput: 1450809 Average: 12289 vehicles/hr

56 3 SB OFF TO WB WILSHIRE

N (3-1) (3-2) (3-3)

0 38319 3.8319e-001 0.0000e+000

1 37122 3.7122e-001 3.9044e-001

2 17538 1.7538e-001 3.6892e-001

3 5517 5.5170e-002 1.7408e-001

4 1231 1.2310e-002 5.1789e-002

5 239 2.3900e-003 1.2569e-002

6 29 2.9000e-004 1.8301e-003

7 4 4.0000e-005 2.9450e-004

8 1 1.0000e-005 8.4141e-005

Total leaving: 95078 Average: 805 vehicles/hr

57 4 SB ON FR WB WILSHIRE BLV

N (4-1) (4-2) (4-3)

0 130719 6.2433e-001 6.2433e-001

1 54816 2.6181e-001 8.8614e-001

2 16387 7.8266e-002 9.6440e-001

3 5030 2.4024e-002 9.8843e-001

4 1577 7.5319e-003 9.9596e-001

5 552 2.6364e-003 9.9860e-001

6 190 9.0746e-004 9.9950e-001

7 74 3.5343e-004 9.9986e-001

8 28 1.3373e-004 9.9999e-001

9 2 9.5522e-006 1.0000e+000

Total entering: 209375 Average: 1774 vehicles/hr

58 3 SB OFF TO EB WILSHIRE

N (3-1) (3-2) (3-3)

0 33112 3.3112e-001 0.0000e+000

1 36701 3.6701e-001 3.3434e-001

2 20458 2.0458e-001 3.7274e-001

3 7307 7.3070e-002 1.9970e-001

4 1962 1.9620e-002 7.1495e-002

5 385 3.8500e-003 1.7537e-002

6 66 6.6000e-004 3.6075e-003

7 9 9.0000e-005 5.7393e-004

Total leaving: 109770 Average: 930 vehicles/hr

59 4 SB ON FR EB WILSHIRE BLV

N (4-1) (4-2) (4-3)

0 114776 7.8539e-001 7.8539e-001

1 25265 1.7288e-001 9.5828e-001

2 4856 3.3229e-002 9.9151e-001

3 983 6.7265e-003 9.9823e-001

4 196 1.3412e-003 9.9958e-001

5 44 3.0109e-004 9.9988e-001

6 15 1.0264e-004 9.9998e-001

7 3 2.0529e-005 1.0000e+000

Total entering: 146138 Average: 1238 vehicles/hr

60 0 WILSHIRE BOULEVARD <=> WEST LOS ANGELES, JCT. RTE. 2, SANTA MONICA BOULEVARD

N (0-1) (0-2) (0-3)

1 1 1.0000e-005 6.2442e-007

3 4 4.0000e-005 7.4931e-006

4 9 9.0000e-005 2.2479e-005

5 42 4.2000e-004 1.3113e-004

6 125 1.2500e-003 4.6832e-004

7 281 2.8100e-003 1.2282e-003

8 675 6.7500e-003 3.3719e-003

9 1321 1.3210e-002 7.4238e-003

10 2301 2.3010e-002 1.4368e-002

11 3654 3.6540e-002 2.5098e-002

12 5540 5.5400e-002 4.1512e-002

13 7259 7.2590e-002 5.8925e-002

14 9202 9.2020e-002 8.0443e-002

15 10402 1.0402e-001 9.7429e-002

16 11324 1.1324e-001 1.1314e-001

17 11423 1.1423e-001 1.2126e-001

18 11007 1.1007e-001 1.2371e-001

19 9801 9.8010e-002 1.1628e-001

20 15629 1.5629e-001 1.9518e-001

Total throughput: 1601474 Average: 13565 vehicles/hr

61 3 SB OFF TO RTE 2

N (3-1) (3-2) (3-3)

0 29019 2.9019e-001 0.0000e+000

1 36527 3.6527e-001 3.0022e-001

2 22274 2.2274e-001 3.6614e-001

3 8929 8.9290e-002 2.2016e-001

4 2588 2.5880e-002 8.5083e-002

5 542 5.4200e-003 2.2274e-002

6 104 1.0400e-003 5.1287e-003

7 15 1.5000e-004 8.6300e-004

8 2 2.0000e-005 1.3150e-004

Total leaving: 121669 Average: 1031 vehicles/hr

62 4 SB ON FR RTE 2

N (4-1) (4-2) (4-3)

0 180749 6.8875e-001 6.8875e-001

1 54905 2.0922e-001 8.9797e-001

2 17626 6.7165e-002 9.6514e-001

3 5779 2.2021e-002 9.8716e-001

4 2182 8.3146e-003 9.9547e-001

5 781 2.9760e-003 9.9845e-001

6 265 1.0098e-003 9.9946e-001

7 83 3.1628e-004 9.9978e-001

8 47 1.7910e-004 9.9995e-001

9 12 4.5727e-005 1.0000e+000

Total entering: 262429 Average: 2223 vehicles/hr

WARNING: The enter_queue warning level of 24 vehicles was exceed 6 times.

An average value of 5.0824e-002 per hour.

Maximum queue was: 28

63 0 WEST LOS ANGELES, JCT. RTE. 2, SANTA MONICA BOULEVARD <=> OLYMPIC BOULEVARD

N (0-1) (0-2) (0-3)

3 2 2.0000e-005 3.4439e-006

4 3 3.0000e-005 6.8877e-006

5 12 1.2000e-004 3.4439e-005

6 42 4.2000e-004 1.4464e-004

7 95 9.5000e-004 3.8169e-004

8 252 2.5200e-003 1.1571e-003

9 463 4.6300e-003 2.3918e-003

10 1012 1.0120e-002 5.8086e-003

11 1753 1.7530e-002 1.1068e-002

12 2786 2.7860e-002 1.9189e-002

13 4002 4.0020e-002 2.9862e-002

14 5592 5.5920e-002 4.4935e-002

15 7283 7.2830e-002 6.2704e-002

16 8636 8.6360e-002 7.9310e-002

17 10482 1.0482e-001 1.0228e-001

18 11668 1.1668e-001 1.2055e-001

19 12072 1.2072e-001 1.3165e-001

20 33845 3.3845e-001 3.8852e-001

Total throughput: 1742234 Average: 14758 vehicles/hr

64 3 SB OFF TO OLYMPIC/PICO

N (3-1) (3-2) (3-3)

0 24968 2.4968e-001 0.0000e+000

1 35318 3.5318e-001 2.6019e-001

2 24417 2.4417e-001 3.5976e-001

3 10846 1.0846e-001 2.3971e-001

4 3435 3.4350e-002 1.0122e-001

5 826 8.2600e-003 3.0426e-002

6 156 1.5600e-003 6.8955e-003

7 28 2.8000e-004 1.4439e-003

8 6 6.0000e-005 3.5362e-004

Total leaving: 135740 Average: 1150 vehicles/hr

65 0 OLYMPIC BOULEVARD <=> WEST LOS ANGELES, JCT. RTE. 10, SANTA MONICA FREEWAY

N (0-1) (0-2) (0-3)

1 1 1.0000e-005 6.2247e-007

2 1 1.0000e-005 1.2449e-006

3 3 3.0000e-005 5.6023e-006

4 15 1.5000e-004 3.7348e-005

5 41 4.1000e-004 1.2761e-004

6 99 9.9000e-004 3.6975e-004

7 248 2.4800e-003 1.0806e-003

8 555 5.5500e-003 2.7638e-003

9 1068 1.0680e-002 5.9832e-003

10 1940 1.9400e-002 1.2076e-002

11 3110 3.1100e-002 2.1295e-002

12 4521 4.5210e-002 3.3770e-002

13 6316 6.3160e-002 5.1110e-002

14 7917 7.9170e-002 6.8994e-002

15 10105 1.0105e-001 9.4351e-002

16 12667 1.2667e-001 1.2616e-001

17 15173 1.5173e-001 1.6056e-001

18 16903 1.6903e-001 1.8939e-001

19 13755 1.3755e-001 1.6268e-001

20 5562 5.5620e-002 6.9244e-002

Total throughput: 1606494 Average: 13608 vehicles/hr

66 5 CROSS TRAFFIC - EB RTE 10 AT INTERSECTION W/SB 405

Cross-traffic quota : 11 + 2.2000e-002, 2.2000e-003, 2.2000e-004

N (5-1) (5-2)

0 103 1.0300e-003

1 748 7.4800e-003

2 2546 2.5460e-002

3 5850 5.8500e-002

4 9934 9.9340e-002

5 13453 1.3453e-001

6 14940 1.4940e-001

7 14557 1.4557e-001

8 12606 1.2606e-001

9 9520 9.5200e-002

10 6598 6.5980e-002

11 9031 9.0310e-002

12 111 1.1100e-003

13 3 3.0000e-005

67 1 SB OFF TO EB RTE 10 (PHANTOM)

Exit quota : 9

N (1-1) (1-2) (1-3)

0 2297 2.2970e-002 0.0000e+000

1 9144 9.1440e-002 2.5741e-002

2 17863 1.7863e-001 1.0057e-001

3 22320 2.2320e-001 1.8850e-001

4 20255 2.0255e-001 2.2808e-001

5 14430 1.4430e-001 2.0311e-001

6 8125 8.1250e-002 1.3724e-001

7 3603 3.6030e-002 7.0999e-002

8 1409 1.4090e-002 3.1732e-002

9 554 5.5400e-003 1.4036e-002

Total leaving: 355229 Average: 3009 vehicles/hr

CONFLICTS: < 1.0000e-005

68 5 CROSS TRAFFIC - WB RTE 10 AT INTERSECTION W/SB 405

Cross-traffic quota : 12 + 2.2000e-002, 2.2000e-003, 2.2000e-004

N (5-1) (5-2)

0 87 8.7000e-004

1 616 6.1600e-003

2 2223 2.2230e-002

3 5253 5.2530e-002

4 8955 8.9550e-002

5 12735 1.2735e-001

6 14875 1.4875e-001

7 14867 1.4867e-001

8 12977 1.2977e-001

9 10130 1.0130e-001

10 7150 7.1500e-002

11 4600 4.6000e-002

12 5463 5.4630e-002

13 63 6.3000e-004

14 6 6.0000e-005

69 1 SB OFF TO WB RTE 10 (PHANTOM)

Exit quota : 7

N (1-1) (1-2) (1-3)

0 5433 5.4330e-002 0.0000e+000

1 16367 1.6367e-001 5.8784e-002

2 24167 2.4167e-001 1.7360e-001

3 23617 2.3617e-001 2.5447e-001

4 16274 1.6274e-001 2.3380e-001

5 8745 8.7450e-002 1.5704e-001

6 3732 3.7320e-002 8.0424e-002

7 1661 1.6610e-002 4.1760e-002

8 4 4.0000e-005 1.1493e-004

Total leaving: 278424 Average: 2358 vehicles/hr

CONFLICTS: < 1.0000e-005

70 6 TRAFFIC PRECEDING - SB ON FR EB RTE 10

N (6-1) (6-2)

0 5 5.0000e-005

1 29 2.9000e-004

2 151 1.5100e-003

3 546 5.4600e-003

4 1308 1.3080e-002

5 2940 2.9400e-002

6 5328 5.3280e-002

7 8325 8.3250e-002

8 11546 1.1546e-001

9 13963 1.3963e-001

10 14687 1.4687e-001

11 13969 1.3969e-001

12 11509 1.1509e-001

13 15691 1.5691e-001

14 3 3.0000e-005

71 2 SB ON FR EB RTE 10

Enter quota : 4 + 1.1000e-002, 1.1000e-003, 1.1000e-004

Continue-on quota : 15

N (2-1) (2-2) (2-3)

0 3446 3.4460e-002 0.0000e+000

1 10873 1.0873e-001 3.6362e-002

2 17769 1.7769e-001 1.1885e-001

3 19404 1.9404e-001 1.9468e-001

4 48166 4.8166e-001 6.4432e-001

5 320 3.2000e-003 5.3508e-003

6 22 2.2000e-004 4.4144e-004

Total entering: 299019 Average: 2533 vehicles/hr

CONFLICTS: < 1.0000e-005

72 6 TRAFFIC PRECEDING - SB ON FR WB RTE 10

N (6-1) (6-2)

1 3 3.0000e-005

2 9 9.0000e-005

3 46 4.6000e-004

4 132 1.3200e-003

5 378 3.7800e-003

6 920 9.2000e-003

7 1876 1.8760e-002

8 3463 3.4630e-002

9 5642 5.6420e-002

10 8322 8.3220e-002

11 10781 1.0781e-001

12 12785 1.2785e-001

13 13961 1.3961e-001

14 13683 1.3683e-001

15 11754 1.1754e-001

16 8675 8.6750e-002

17 7510 7.5100e-002

18 57 5.7000e-004

19 3 3.0000e-005

73 2 SB ON FR WB RTE 10

Enter quota : 3 + 1.1000e-002, 1.1000e-003, 1.1000e-004

Continue-on quota : 13

N (2-1) (2-2) (2-3)

0 746 7.4600e-003 0.0000e+000

1 2668 2.6680e-002 9.2378e-003

2 4537 4.5370e-002 3.1418e-002

3 91199 9.1199e-001 9.4731e-001

4 781 7.8100e-003 1.0817e-002

5 63 6.3000e-004 1.0907e-003

6 6 6.0000e-005 1.2465e-004

Total entering: 288814 Average: 2446 vehicles/hr

CONFLICTS:

N (7-1) (7-2) (7-3)

1 103 1.0300e-003 3.5663e-004

2 11 1.1000e-004 7.6174e-005

3 1 1.0000e-005 1.0387e-005

Total 128 1.2800e-003 4.4319e-004

74 4 SB ON NATIONAL BLVD

N (4-1) (4-2) (4-3)

0 83675 7.3161e-001 7.3161e-001

1 21237 1.8569e-001 9.1730e-001

2 6273 5.4848e-002 9.7214e-001

3 2019 1.7653e-002 9.8980e-001

4 756 6.6101e-003 9.9641e-001

5 267 2.3345e-003 9.9874e-001

6 80 6.9948e-004 9.9944e-001

7 34 2.9728e-004 9.9974e-001

8 16 1.3990e-004 9.9988e-001

9 7 6.1204e-005 9.9994e-001

10 7 6.1204e-005 1.0000e+000

Total entering: 114371 Average: 969 vehicles/hr

75 0 WEST LOS ANGELES, JCT. RTE. 10, SANTA MONICA FREEWAY <=> CULVER CITY, JCT. RTE. 187, VENICE BLVD

N (0-1) (0-2) (0-3)

4 3 3.0000e-005 7.1640e-006

5 7 7.0000e-005 2.0895e-005

6 26 2.6000e-004 9.3132e-005

7 75 7.5000e-004 3.1342e-004

8 214 2.1400e-003 1.0221e-003

9 479 4.7900e-003 2.5737e-003

10 1033 1.0330e-002 6.1670e-003

11 1964 1.9640e-002 1.2898e-002

12 3529 3.5290e-002 2.5282e-002

13 5435 5.4350e-002 4.2181e-002

14 7715 7.7150e-002 6.4482e-002

15 9718 9.7180e-002 8.7025e-002

16 11962 1.1962e-001 1.1426e-001

17 13002 1.3002e-001 1.3196e-001

18 13717 1.3717e-001 1.4740e-001

19 12175 1.2175e-001 1.3810e-001

20 18946 1.8946e-001 2.2621e-001

Total throughput: 1675045 Average: 14189 vehicles/hr