Summary for Test 2025-12-17-33-2
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 12/17/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 12/22/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A SP |
| The quantity of what the sample constitutes | 1 box, 5 cores | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | C. | Last name of sampler or witnessed by | Acevedo |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1A15, 1B15, 1C15, 1A16, 1B16 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R.J. Noble Co. — Corona | Transportation Laboratory (TL) Number | |
| 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 | 36R2508SPWEC | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-12-17-33
DIME Test ID: 2025-12-17-33-2
Testing Lab: CT D08 - Fontana Field Testing 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: 2025-12-31
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 12/30/2025
Mass of the dry specimen in air: 1502.7 g
Mass of the dry specimen plus paraffin coating in air: 1524.4 g
Mass of the dry specimen plus paraffin coating in water: 854.9 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 1666.7 g
Mass 2 of the dry specimen plus paraffin coating in air: 1689.7 g
Mass 2 of the dry specimen plus paraffin coating in water: 933.2 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: 1639.0 g
Mass 3 of the dry specimen plus paraffin coating in air: 1661.2 g
Mass 3 of the dry specimen plus paraffin coating in water: 927.3 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.328
Bulk Specific Gravity 2: 2.280
Bulk Specific Gravity 3: 2.311
Average Bulk Specific Gravity: 2.306
General comments (publicly viewable) (Max 1000 characters): 1A15, 1B15, 1C15
Test was verified on 12/31/2025 ✔