Summary for Test 2025-10-20-38-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1001783 DEA: 021K9004 EFIS: 0225000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | D2 Park Fire DO |
| Location Description | Various Locations |
| QA Service Level | 1 (Verified on 10/22/2025) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/20/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA) |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80098 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858149 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.3 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-10-20-38
DIME Test ID: 2025-10-20-38-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2025-11-10
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/23/2025
Mass of the dry specimen in air: 4798.0 g
Mass of the dry specimen plus paraffin coating in air: 4845.4 g
Mass of the dry specimen plus paraffin coating in water: 2837.1 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4798.4 g
Mass 2 of the dry specimen plus paraffin coating in air: 4848.1 g
Mass 2 of the dry specimen plus paraffin coating in water: 2829.6 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4798.3 g
Mass 3 of the dry specimen plus paraffin coating in air: 4846.2 g
Mass 3 of the dry specimen plus paraffin coating in water: 2826.0 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.453
Bulk Specific Gravity 2: 2.444
Bulk Specific Gravity 3: 2.439
Average Bulk Specific Gravity: 2.445
General comments (publicly viewable) (Max 1000 characters): Gmb=2.445
Test was verified on 11/10/2025 ✔