Summary for Test 2025-10-08-62-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001219 DEA: 021J8904 EFIS: 0221000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R30.5/R31.0 |
| Award Date | 07/02/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A PG 58-22 from Valero (Benicia) | The quantity of what the sample constitutes | Production Start Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Giuliano |
| Last name of sampler or witnessed by | Giuntoli | Title of sampler | JET |
| Telephone number of sampler | Laboratory sample identification | D80078 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 877601 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.6 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 23 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-10-08-62
DIME Test ID: 2025-10-08-62-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2025-10-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/23/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 94.8 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3862.6 g | 3863.0 g | 3862.8 g | 3862.1 g | 3860.2 g | 3862.6 g | |
| 2271.7 g | 2279.6 g | 2275.5 g | 2277.7 g | 2274.5 g | 2287.8 g | |
| 3881.6 g | 3889.2 g | 3888.4 g | 3888.6 g | 3886.8 g | 3894.6 g | |
| 2.575 | 2.575 | 2.575 | 2.575 | 2.575 | 2.575 | |
| 3944.4 g | 3942.4 g | 3942.6 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 157 mmHg | 133 mmHg | 155 mmHg | ||||
| 23 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.9 cm^3 | 1609.6 cm^3 | 1612.9 cm^3 | 1610.9 cm^3 | 1612.3 cm^3 | 1606.8 cm^3 | |
2.399 | 2.400 | 2.395 | 2.397 | 2.394 | 2.404 | |
6.8 % | 6.8 % | 7.0 % | 6.9 % | 7.0 % | 6.6 % | |
109.5 cm^3 | 109.5 cm^3 | 112.9 cm^3 | 111.2 cm^3 | 112.9 cm^3 | 106.0 cm^3 | |
3939.3 g | 3939.7 g | 3941.8 g | ||||
3950.2 g | 3950.6 g | 3953.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.8 cm^3 | 79.4 cm^3 | 79.8 cm^3 | ||||
75 % | 73 % | 71 % | ||||
24069 N | 24247 N | 26182 N | 27481 N | 26374 N | 27628 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
30 | 27 | 36 | 64 | 32 | 45 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1075 kPa | 1084 kPa | 1171 kPa | 1228 kPa | 1180 kPa | 1236 kPa | |
161 psi | 176 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=176 psi, S2=161 psi, TSR=91%
Test was verified on 10/23/2025 ✔