Summary for Test 2025-11-04-62-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 11/04/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 11/10/2025 |
| Sample type | Acceptance | A brief description of the sample | 8 Boxes of Lime Treated 3/4-inch HMA-A, w/ 15% RAP, PG 64-28 M (Pacific Northwest - Stockton, Ca) |
| The quantity of what the sample constitutes | 2375 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Reilly | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80122 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western Nevada Materials — Spanish Springs Drum Plant (Spanish Springs, NV) | Transportation Laboratory (TL) Number | 875193 |
| 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 (%) | 4.7 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Pacific Northwest (Stockton, CA) |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-11-04-62
DIME Test ID: 2025-11-04-62-3
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: 2025-12-02
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/14/2025
Mass of the dry specimen in air: 4622.8 g
Mass of the dry specimen plus paraffin coating in air: 4666.3 g
Mass of the dry specimen plus paraffin coating in water: 2674.3 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4623.2 g
Mass 2 of the dry specimen plus paraffin coating in air: 4672.2 g
Mass 2 of the dry specimen plus paraffin coating in water: 2674.7 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: 4623.7 g
Mass 3 of the dry specimen plus paraffin coating in air: 4670.0 g
Mass 3 of the dry specimen plus paraffin coating in water: 2667.9 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.378
Bulk Specific Gravity 2: 2.379
Bulk Specific Gravity 3: 2.370
Average Bulk Specific Gravity: 2.376
General comments (publicly viewable) (Max 1000 characters): Gmb=2.376
Test was verified on 12/2/2025 ✔