Summary for Test 2025-12-15-32-1
Test performed: AASHTO T209-12Project 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 | 12/15/2025 | Sample Unique Key | 32 |
|---|---|---|---|
| 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, 4 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 | 1A11, 1B11, 1C11, 1A12 | 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: 2025-12-15-32
DIME Test ID: 2025-12-15-32-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-12-31
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 12/29/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7399.1 grams
Mass of oven-dry sample in air for Sample 1: 2542.9 grams
Mass of container filled with the sample and water for Sample 1: 8921 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.491
Theoretical maximum density at 25°C (77°F): 155.1 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/31/2025 ✔