Comprehensive Truck Size and Weight Limits Study: Pavement Comparative Analysis Technical Report
Appendix F: Preliminary Flexible and Rigid Pavement Performance Analysis
Flexible Pavement Performance Analyses
| Flexible Pavement Performance Analyses |
Heavy vehicle level: 1,500 trucks per day and 6.5" thick HMA |
| Geogr. Location (City or County) |
SHRP ID LTPP GPS/SPS # |
Geogr Loc |
Total Rutting (inch) |
Year rutting threshold was exceeded |
Thermal crackg (ft/mi) |
Year TC threshold was exceeded |
% lane area bottom-up |
Year FC threshold was exceeded |
IRI (in/mile) |
Year IRI threshold was exceeded |
| Christian, Missouri |
0801, 0802, 0807, 0808 |
#1 |
1.15 |
8/30 yr |
27.17 |
not exceeded |
23.75 |
not exceeded |
219.30 |
15/30 yr |
| Harrison, Missouri |
A801, A802, A807, A808 |
#1 |
1.15 |
8/30 yr |
27.17 |
not exceeded |
24.88 |
not exceeded |
220.20 |
15/30 yr |
| Orleans, New York |
0801, 0802, 0859 |
#1 |
0.78 |
27/30 yr |
26.19 |
not exceeded |
19.53 |
not exceeded |
202.70 |
19/30 yr |
| Columbus, Ohio |
0809, 0810, A803, A804 |
#1 |
1.01 |
12/30 yr |
27.17 |
not exceeded |
23.31 |
not exceeded |
211.50 |
17/30 yr |
| Harrisburg, Pennsylvania |
421598 |
#1 |
0.93 |
17/30 yr |
27.17 |
not exceeded |
22.29 |
not exceeded |
209.20 |
18/30 yr |
| St. Petersburg, Florida |
124057 |
#2 |
0.82 |
24/30yr |
27.17 |
not exceeded |
6.76 |
not exceeded |
171.60 |
25/30yr |
| Panola, Mississippi |
0805, 0806 |
#2 |
0.83 |
23/30yr |
27.17 |
not exceeded |
10.61 |
not exceeded |
195.20 |
20/30yr |
| Onslow, North Carolina |
0801, 0802, 0859 |
#2 |
0.89 |
20/30 yr |
27.17 |
not exceeded |
20.47 |
not exceeded |
198.30 |
20/30 yr |
| Creswell, Oregon |
415022 |
#2 |
0.96 |
13/30 yr |
27.17 |
not exceeded |
20.86 |
not exceeded |
203.20 |
18/30 yr |
| Brazos, Texas |
0801, 0802 |
#2 |
0.89 |
18/30yr |
27.17 |
not exceeded |
10.62 |
not exceeded |
193.20 |
20/30yr |
| Adams, Colorado |
0811, 0812 |
#3 |
0.68 |
not exceeded |
27.17 |
not exceeded |
6.75 |
not exceeded |
185.90 |
27/30 yr |
| Grant, New Mexico |
0801, 0802 |
#3 |
0.98 |
14/30 yr |
27.17 |
not exceeded |
19.90 |
not exceeded |
190.90 |
20/30 yr |
| Gray, Texas |
485335 |
#3 |
0.97 |
15/30 yr |
27.17 |
not exceeded |
21.58 |
not exceeded |
206.30 |
18/30 yr |
| Richfield, Utah |
0803, 0804 |
#3 |
1.04 |
13/30 yr |
27.17 |
not exceeded |
19.97 |
not exceeded |
196.20 |
20/30 yr |
| Wasatch, Utah |
497083 |
#3 |
0.95 |
15/30 yr |
27.17 |
not exceeded |
19.06 |
not exceeded |
201.80 |
19/30 yr |
| Phoenix, Arizona |
041007 |
#4 |
1.37 |
7/30 yr |
27.17 |
not exceeded |
22.45 |
not exceeded |
199.00 |
17/30 yr |
| Tucson, Arizona |
46054 |
#4 |
1.16 |
20/30yr |
27.17 |
not exceeded |
1.45 |
not exceeded |
182.10 |
17/30yr |
| Barstow, California |
0811, 0812, A805, A806 |
#4 |
0.65 |
not exceeded |
27.17 |
not exceeded |
6.75 |
not exceeded |
164.50 |
28/30 yr |
| Merced, California |
060500 |
#4 |
1.00 |
13/30 yr |
27.17 |
not exceeded |
21.09 |
not exceeded |
194.00 |
20/30 yr |
| San Diego, California |
063010 |
#4 |
0.85 |
21/30 yr |
27.17 |
not exceeded |
19.27 |
not exceeded |
180.10 |
23/30 yr |
Rigid Pavement Performance Analyses
| Rigid Pavement Performance Analyses |
Heavy vehicle level: 1,500 trucks per day and 8" thick JPCP |
| Geographic Location |
SHRP ID LTPP GPS/SPS # |
Geogr Loc |
Faulting (inch) |
Year faulting threshold was exceeded |
% slab fatigue cracked |
Year cracking threshold was exceeded |
IRI (in/mile) |
Year IRI threshold was exceeded |
| Christian, Missouri |
0801, 0802, 0807, 0808 |
#1 |
0.10 |
not exceeded |
26.57 |
11/30yr |
189.07 |
23/30yr |
| Harrison, Missouri |
A801, A802, A807, A808 |
#1 |
0.10 |
not exceeded |
20.5 |
15/30yr |
180.32 |
24/30yr |
| Orleans, New York |
0801, 0802, 0859 |
#1 |
0.07 |
not exceeded |
6.38 |
not exceeded |
170.93 |
27/30yr |
| Columbus, Ohio |
0809, 0810, A803, A804 |
#1 |
0.10 |
not exceeded |
19.33 |
15/30yr |
187.68 |
22/30yr |
| Harrisburg, Pennsylvania |
421598 |
#1 |
0.09 |
not exceeded |
19.33 |
15/30yr |
177.61 |
25/30yr |
| St. Petersburg, Florida |
124057 |
#2 |
0.05 |
not exceeded |
17.69 |
16/30yr |
118.65 |
not exceeded |
| Panola, Mississippi |
0805, 0806 |
#2 |
0.07 |
not exceeded |
26.85 |
12/30yr |
144.02 |
not exceeded |
| Onslow, North Carolina |
0801, 0802, 0859 |
#2 |
0.06 |
not exceeded |
14.85 |
19/30yr |
123.34 |
not exceeded |
| Creswell, Oregon |
415022 |
#2 |
0.07 |
not exceeded |
19.65 |
15/30yr |
135.86 |
not exceeded |
| Brazos, Texas |
0801, 0802 |
#2 |
0.06 |
not exceeded |
21.53 |
14/30yr |
130.59 |
not exceeded |
| Adams, Colorado |
0811, 0812 |
#3 |
0.03 |
not exceeded |
4.25 |
not exceeded |
106.16 |
not exceeded |
| Grant, New Mexico |
0801, 0802 |
#3 |
0.06 |
not exceeded |
11.77 |
25/30yr |
132.18 |
not exceeded |
| Gray, Texas |
485335 |
#3 |
0.09 |
not exceeded |
29.33 |
10/30yr |
181.22 |
24/30yr |
| Richfield, Utah |
0803, 0804 |
#3 |
0.06 |
not exceeded |
27.63 |
11/30yr |
187.29 |
23/30yr |
| Wasatch, Utah |
497083 |
#3 |
0.08 |
not exceeded |
7.67 |
not exceeded |
163.50 |
28/30yr |
| Phoenix, Arizona |
041007 |
#4 |
0.06 |
not exceeded |
28.22 |
11/30yr |
133.75 |
not exceeded |
| Tucson, Arizona |
46054 |
#4 |
0.06 |
not exceeded |
61.59 |
5/30yr |
167.17 |
27/30yr |
| Barstow, California |
0811, 0812, A805, A806 |
#4 |
0.03 |
not exceeded |
5.55 |
not exceeded |
99.01 |
not exceeded |
| Merced, California |
060500 |
#4 |
0.06 |
not exceeded |
36.87 |
10/30yr |
145.62 |
not exceeded |
| San Diego, California |
063010 |
#4 |
0.05 |
not exceeded |
15.61 |
20/30yr |
116.53 |
not exceeded |
previous | next
|
