Summary for Test 2026-05-19-67-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001153 DEA: 081L3104 EFIS: 0820000020 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-11.8/17.3 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA (GAP GRADED), REPLACE AC SURF, AND COLD PLANE AC PVMT. |
| Location Description | RIVERSIDE COUNTY IN LAKE ELSINORE FROM GRAND AVENUE TO ROUTE 15/74 SEPARATION |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 05/19/2026 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 05/22/2026 |
| Sample type | Acceptance | A brief description of the sample | RHMA-G SP 1/2" |
| 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 | Brent | Last name of sampler or witnessed by | Carroll |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 11A, 11B, 11C, 12A, 12B | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 50R003ARSPWEC | |
| 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: 2026-05-19-67
DIME Test ID: 2026-05-19-67-1
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: 2026-06-02
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: 05/22/2026
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: 1529.1 grams
Mass of container filled with the sample and water for Sample 1: 8282.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.369
Theoretical maximum density at 25°C (77°F): 147.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2026 ✔