Summary for Test 2025-06-17-112-3
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 | 06/17/2025 | Sample Unique Key | 112 |
|---|---|---|---|
| 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 | 06/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) |
| 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 | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79908 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 857989 |
| 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 | 2307P02 | |
| Binder content (%) | 6.2 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-06-17-112
DIME Test ID: 2025-06-17-112-3
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: 2025-07-08
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: 06/19/2025
Mass of the dry specimen in air: 4553.4 g
Mass of the dry specimen plus paraffin coating in air: 4611.6 g
Mass of the dry specimen plus paraffin coating in water: 2600.3 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4555.5 g
Mass 2 of the dry specimen plus paraffin coating in air: 4612.9 g
Mass 2 of the dry specimen plus paraffin coating in water: 2600.2 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: 4555.7 g
Mass 3 of the dry specimen plus paraffin coating in air: 4605.4 g
Mass 3 of the dry specimen plus paraffin coating in water: 2606.1 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.339
Bulk Specific Gravity 2: 2.337
Bulk Specific Gravity 3: 2.343
Average Bulk Specific Gravity: 2.340
General comments (publicly viewable) (Max 1000 characters): Gmb=2.340
Test was verified on 7/8/2025 ✔