Inspection History Details
Inspection Status: Passed
Inspection History: TRSP - PIA - Paving Inspection
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 11/12/2025 | TRSP - PIA - Paving Inspection | Passed | Paving and first trucks began a little after 6 PM. The three returns on the east bound side were placed before the straight stretches began at the intersection of Houghton and Paseo Gran Escalera. The incorrect mix was placed for 200 tons and was corrected to the approved PAG 2 HV PG 76-22 TR+ B mix and approximately 1300 tons were placed in one ribbon from station 64+10 to 26+75. Tack, bituminous material, was sprayed along the curbs and existing asphalt where it was saw cut. The mix was placed and worked to achieve the required depth of 3 inches. | |
| 11/13/2026 | TRSP - PIA - Paving Inspection | Deferred | ||
| 11/13/2025 | TRSP - PIA - Paving Inspection | Passed | A total of 1800 tons of asphaltic concrete was laid down along the N / E side of Paseo Gran Escalera. Two ribbons were laid down after all curbs and saw cut asphalt was tacked with bituminous material. Seams were rolled with multiple finishing rollers, and 9 wheel machinery. The material used is the approved mix design for high volume roadway. QC and QA were on site to sample 4 times due to the amount of material put down. QA was taken at stations 60+50, 42+50, and 28+00 on the N ribbon along the curbside. Station 39+50 was sampled along the middle of the roadway. Temperature behind the lay down machine were above specifications (260 degrees or more). | |
| 11/17/2025 | TRSP - PIA - Paving Inspection | Passed | Cores have been marked out in 12 spots due to their being 3127 tons. The following stations are the spots needing to be cored: #1 29+79 R 4' #2 35+94 R 36' #3 36+24 R 10' #4 37+53 R 43' #5 42+28 R 33' #6 46+97 R 7' #7 49+58 R 31' #8 53+68 R 38' #9 54+85 R 24' #10 61+29 R 28' #11 62+78 R 35' #12 63+05 R 39' |
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| 12/11/2025 | TRSP - PIA - Paving Inspection | Passed | Density re-tests were done at stations 59+00 and 46+50 due to low compactions twice prior. Areas were worked and rolled with vibrating steal drum. The subgrade is calling for 100% compaction on the native. Both areas finally reached the recommended specification. | |
| 12/15/2025 | TRSP - PIA - Paving Inspection | Passed | Asphaltic concrete was placed along S side of Paseo Gran Escalera at a 10 foot width and 2" depth with PAG 2 LV material. It was brought in and placed with 63 degrees ambient temperature and rising. It was vibed with a steel wheel for compaction. It was placed from station 26+75 to station 50+00. The areas against scuppers were sprayed with bituminous material before placing asphaltic concrete. Also, the subgrade was tested at 100% native compaction. The remainder will be placed tomorrow all the way to Houghton intersection. A total of 354 tons were placed today. | |
| 12/16/2025 | TRSP - PIA - Paving Inspection | Passed | Second day of paving multi-use path along the south side of Paseo Gran Escalera. The approved mix design was used which came out of Granite Swan and is PAG 2 LV PG 70-10 B. A total of 240.89 tons were placed from the intersection of Houghton and Paseo up to the area left off yesterday at station 50+00. Again, a depth of 2 inches were placed and 10 feet width. Around the connections at the intersection of Houghton, asphaltic concrete was placed according per plans. Material was vibed and rolled accordingly with a steel drum roller. Areas like scuppers were tacked as well as ADA ramp on Houghton. |