Summary for Test 2026-07-14-99-3
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000775 DEA: 022J9704 EFIS: 0221000154 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5,89-Var |
| Award Date | 02/26/2025 |
| Closeout Date | Not set |
| Work Description | BRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL. |
| Location Description | SHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/04/2024) |
Sample Information
| Sample Taken Date | 07/14/2026 | Sample Unique Key | 99 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 Bag RAP | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80288B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 875934 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2026-07-14-99
DIME Test ID: 2026-07-14-99-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2026-07-27
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 07/21/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3159.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 4819.7 g
Mass of HMA Sample prior to ignition: 1659.8 g
Mass Loss: 90.4 g
Mass of aggregate remaining after ignition: 1569.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.27 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.27%,
Pbr≈5.52%
Test was verified on 7/27/2026 ✔