Appendix C. Sample Performance Measure Reports Produced by Motorist Assistance Program in Houston, TX
M.A.P. Operational Summary
July 2000–September 2000
The following is an operational summary prepared by the Texas Transportation Institute for the Houston Motorist Assistance Program from July 2000 through September 2000. Numbers in parentheses include abandoned vehicles.
Quarter (July to September 00) |
Cumulative (October 89 to present) |
|
---|---|---|
Number of Incidents | 6,462 (9,045) | 259,321 (333,038) |
Average Monthly Incidents (Total/Fleet) | 2,154 (3,015) | |
Average Daily Incidents (Total/Fleet) | 103 (144) | |
Persons Assisted | 9,764 | 347,716 |
Number of Assistances | 10,716 | 448,626 |
Major Types of Assistance | Traffic Control | 58.3% |
Directions | 9.9% | |
Flat Tire | 8.8% | |
Motorist Use of Phone | 4.5% | |
Wrecker Called | 4.4% | |
Peak Period Responses | AM Peak (7–11 am) | 29.0% |
PM Peak (3–7 pm) | 34.0% | |
Major Type of Detection | Moving Patrol | 90.1% |
Houston Transtar | 5.9% | |
Radial Freeway Incident Location | Inside I-610 | 27.1% |
At I-610 Interchange | 6.5% | |
0–5 mi. Outside I-610 | 29.1% | |
6–10 mi. Outside I-610 | 36.4% | |
Majority Incidents by Freeway | I-610 Loop | 31.7% |
I-45 South | 11.8% | |
US 59 South | 10.0% | |
I-45 North | 9.5% | |
Incident Vehicle Location | Left Shoulder | 8.3% |
Right Shoulder | 81.0% | |
Mainlane | 10.4% |
Note: Percentages have been rounded.
Houston Motorist Assistance Program
Jul–00 | Aug–00 | Sep–00 | Total | Average | % of Total Incidents | % of Total Assistances | |
---|---|---|---|---|---|---|---|
Debris Removal | 14 | 16 | 24 | 54 | 18 | 0.6% | 0.5% |
Directions | 323 | 409 | 329 | 1,061 | 354 | 11.7% | 9.9% |
Extinguish Fire | 4 | 6 | 0 | 10 | 3 | 0.1% | 0.1% |
First Aid | 0 | 0 | 1 | 1 | 0 | 0.0% | 0.0% |
Flat Tire | 295 | 335 | 317 | 947 | 316 | 10.5% | 8.8% |
Fuel | 118 | 167 | 136 | 421 | 140 | 4.7% | 3.9% |
Jump Start | 48 | 51 | 59 | 183 | 61 | 2.0% | 1.7% |
Minor Engine Repair | 126 | 154 | 101 | 361 | 127 | 4.2% | 3.6% |
Motorist Use of Phone | 141 | 181 | 159 | 481 | 160 | 5.3% | 4.5% |
Push Vehicle | 41 | 54 | 45 | 140 | 47 | 1.5% | 1.3% |
Traffic Control | 1,916 | 2,376 | 1,958 | 6,250 | 2,083 | 69.1% | 58.3% |
Transport Motorist | 62 | 73 | 62 | 197 | 66 | 2.2% | 1.8% |
Water | 52 | 43 | 24 | 119 | 40 | 1.3% | 1.1% |
Wrecker Called | 151 | 179 | 146 | 476 | 159 | 5.3% | 4.4% |
Other | 1 | 8 | 11 | 20 | 7 | 0.2% | 0.2% |
Total | 3,292 | 4,052 | 3,372 | 10,716 | 3,572 | 100% |
Jul–00 | Aug–00 | Sep–00 | Total | Average | % of Total Incidents | |
---|---|---|---|---|---|---|
Accident | 202 | 243 | 239 | 684 | 228 | 7.6% |
Carfire | 3 | 2 | 2 | 7 | 2 | 0.1% |
Debris on Road | 11 | 12 | 16 | 39 | 13 | 0.4% |
Flat Tire | 468 | 544 | 410 | 1,422 | 474 | 15.7% |
Mechanical | 380 | 474 | 428 | 1,282 | 427 | 14.2% |
Stall | 376 | 489 | 361 | 1,226 | 409 | 13.6% |
Gone on Arrival | 1 | 5 | 9 | 15 | 5 | 0.2% |
Not Specified | 274 | 359 | 235 | 868 | 289 | 9.6% |
Other | 263 | 347 | 309 | 919 | 306 | 10.2% |
Subtotal | 1,978 | 2,475 | 2,009 | 6,462 | 2,154 | 71% |
Abandoned Vehicles | 758 | 995 | 830 | 2,583 | 861 | 29% |
Total | 2,736 | 3,470 | 2,839 | 9,045 | 3,015 | 100% |
Jul–00 | Aug–00 | Sep–00 | Total | Average | % of Total Incidents | |
---|---|---|---|---|---|---|
Left Shoulder | 157 | 208 | 163 | 528 | 176 | 8.3% |
Right Shoulder | 1,565 | 1,936 | 1,596 | 5,097 | 1,699 | 81.0% |
Total Shoulder | 1,722 | 2,144 | 1,759 | 5,625 | 1,875 | 87.0% |
Mainlane | 200 | 276 | 195 | 671 | 224 | 10.4% |
Not Specified | 56 | 55 | 55 | 166 | 55 | 2.6% |
Total | 1,978 | 2,475 | 2,009 | 6,462 | 2,154 | 100% |
Jul–00 | Aug–00 | Sep–00 | Total | Average | % Incidents | |
---|---|---|---|---|---|---|
US-290 | ||||||
I-610 Interchange | 0 | 10 | 3 | 13 | 4 | |
0–5 Outside I-610 | 69 | 79 | 63 | 211 | 70 | |
6–10 Outside I-610 | 111 | 68 | 105 | 284 | 95 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 180 | 157 | 171 | 508 | 169 | 8.0% |
I-45 North | ||||||
0–5 Inside I-610 | 53 | 68 | 25 | 146 | 49 | |
I-610 Interchange | 15 | 8 | 11 | 28 | 9 | |
0–5 Outside I-610 | 39 | 78 | 77 | 194 | 65 | |
6–10 Outside I-610 | 126 | 89 | 105 | 233 | 78 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 233 | 243 | 218 | 601 | 200 | 9.5% |
I-45 South | ||||||
0–5 Inside I-610 | 99 | 111 | 49 | 246 | 82 | |
I-610 Interchange | 5 | 12 | 6 | 38 | 13 | |
0–5 Outside I-610 | 42 | 38 | 43 | 157 | 52 | |
6–10 Outside I-610 | 95 | 125 | 62 | 306 | 102 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 215 | 286 | 160 | 747 | 249 | 11.8% |
US-59 North | ||||||
0–5 Inside I-610 | 41 | 59 | 61 | 158 | 53 | |
I-610 Interchange | 9 | 18 | 1 | 57 | 19 | |
0–5 Outside I-610 | 27 | 49 | 39 | 104 | 35 | |
6–10 Outside I-610 | 65 | 100 | 69 | 169 | 56 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 142 | 226 | 170 | 488 | 163 | 7.7% |
US-59 South | ||||||
0–5 Inside I-610 | 103 | 84 | 90 | 277 | 92 | |
I-610 Interchange | 25 | 47 | 12 | 84 | 28 | |
0–5 Outside I-610 | 52 | 97 | 61 | 210 | 70 | |
6–10 Outside I-610 | 28 | 3 | 32 | 63 | 21 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 208 | 231 | 195 | 634 | 211 | 10.0% |
I-10 West | ||||||
0–5 Inside I-610 | 54 | 57 | 56 | 126 | 42 | |
I-610 Interchange | 22 | 24 | 23 | 54 | 18 | |
0–5 Outside I-610 | 38 | 51 | 58 | 151 | 50 | |
6–10 Outside I-610 | 47 | 82 | 119 | 234 | 78 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 161 | 214 | 256 | 565 | 188 | 8.9% |
I-10 East | ||||||
0–5 Inside I-610 | 45 | 53 | 36 | 134 | 45 | |
I-610 Interchange | 14 | 21 | 6 | 41 | 14 | |
0–5 Outside I-610 | 30 | 58 | 51 | 139 | 46 | |
6–10 Outside I-610 | 38 | 45 | 26 | 109 | 36 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 127 | 177 | 119 | 423 | 141 | 6.7% |
SH-288 | ||||||
0–5 Inside I-610 | 28 | 45 | 16 | 89 | 30 | |
I-610 Interchange | 7 | 8 | 0 | 15 | 5 | |
0–5 Outside I-610 | 48 | 69 | 48 | 167 | 55 | |
6–10 Outside I-610 | 7 | 11 | 9 | 27 | 9 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 90 | 133 | 73 | 298 | 99 | 4.7% |
SH-225 | ||||||
I-610 Interchange | 6 | 6 | 7 | 19 | 6 | |
0–5 Outside I-610 | 17 | 15 | 16 | 48 | 16 | |
6–10 Outside I-610 | 1 | 0 | 0 | 1 | 0 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 24 | 21 | 23 | 68 | 23 | 1.1% |
I-610 Loop | ||||||
I-610 | 598 | 787 | 624 | 2,009 | 670 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 598 | 787 | 624 | 2,009 | 670 | 31.7% |
Unspecified Freeway | ||||||
0–5 Inside I-610 | 0 | 0 | 0 | 0 | 0 | |
I-610 Interchange | 0 | 0 | 0 | 0 | 0 | |
0–5 Outside I-610 | 0 | 0 | 0 | 0 | 0 | |
6–10 Outside I-610 | 0 | 0 | 0 | 0 | 0 | |
Not Specified | 0 | 0 | 0 | 0 | 0 | |
Total | 0 | 0 | 0 | 0 | 0 | 0.0% |
Grand Total | 1,978 | 2,475 | 2,009 | 6,341 | 2,114 | 100.0% |
Jul–00 | Aug–00 | Sep–00 | Total | Average | % Incidents | |
---|---|---|---|---|---|---|
6 | 97 | 127 | 92 | 316 | 105 | 4.9% |
7 | 175 | 212 | 172 | 559 | 186 | 8.7% |
8 | 146 | 195 | 170 | 511 | 170 | 7.9% |
9 | 151 | 152 | 142 | 445 | 148 | 6.9% |
10 | 93 | 152 | 97 | 342 | 114 | 5.3% |
11 | 93 | 97 | 83 | 273 | 91 | 4.2% |
12 | 76 | 105 | 80 | 261 | 87 | 4.0% |
13 | 63 | 61 | 41 | 165 | 55 | 2.6% |
14 | 124 | 154 | 137 | 415 | 138 | 6.4% |
15 | 159 | 206 | 153 | 518 | 173 | 8.0% |
16 | 189 | 239 | 251 | 679 | 226 | 10.5% |
17 | 172 | 201 | 180 | 553 | 184 | 8.6% |
18 | 135 | 187 | 157 | 479 | 160 | 7.4% |
19 | 79 | 104 | 102 | 285 | 95 | 4.4% |
20 | 41 | 70 | 84 | 195 | 65 | 3.0% |
21 | 24 | 45 | 34 | 103 | 34 | 1.6% |
22 | 0 | 0 | 4 | 4 | 1 | 0.1% |
Not Specified | 161 | 168 | 30 | 359 | 120 | 5.6% |
Total | 1,978 | 2,475 | 2,009 | 6,462 | 2,154 | 100% |
Twenty-nine percent of incidents occurred during the
AM peak from 7 to 10 am. Thirty-four percent of incidents occurred at the
PM peak from 3 to 6 pm.
Jul–00 | Aug–00 | Sep–00 | Total | Average | % of Total Incidents | |
---|---|---|---|---|---|---|
0–5 miles inside I-610 | 423 | 458 | 333 | 1,214 | 405 | 27.1% |
At Loop 610 | 97 | 125 | 69 | 291 | 97 | 6.5% |
0–5 miles outside I-610 | 345 | 509 | 448 | 1,302 | 434 | 29.1% |
6–10 miles outside I-610 | 519 | 590 | 518 | 1,627 | 542 | 36.4% |
Other unspecified | 12 | 12 | 17 | 41 | 14 | 0.9% |
Total | 1,396 | 1,694 | 1,385 | 4,475 | 1,492 | 100.0% |
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