Summary for Test 2025-07-31-49-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 07/31/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 08/01/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4-inch HMA-A w/22% RAP PG58-34 Albina |
| The quantity of what the sample constitutes | 12 Boxes 10k Milestone | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79982 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit (Lookout, CA) | Transportation Laboratory (TL) Number | 857966 |
| 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 (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-31-49
DIME Test ID: 2025-07-31-49-3
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: 2025-08-19
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: 08/08/2025
Mass of the dry specimen in air: 4499.9 g
Mass of the dry specimen plus paraffin coating in air: 4553.3 g
Mass of the dry specimen plus paraffin coating in water: 2583.1 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4502.3 g
Mass 2 of the dry specimen plus paraffin coating in air: 4562.3 g
Mass 2 of the dry specimen plus paraffin coating in water: 2583.2 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: 4502.8 g
Mass 3 of the dry specimen plus paraffin coating in air: 4563.6 g
Mass 3 of the dry specimen plus paraffin coating in water: 2582.7 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.355
Bulk Specific Gravity 2: 2.354
Bulk Specific Gravity 3: 2.353
Average Bulk Specific Gravity: 2.354
General comments (publicly viewable) (Max 1000 characters): Gmb=2.354
Test was verified on 8/19/2025 ✔