Summary for Test 2026-04-01-9-10
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001213 DEA: 11431644 EFIS: 1122000232 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-N17.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical. |
| Location Description | IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING. |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 04/01/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/01/2026 |
| Sample type | Production Start-Up | A brief description of the sample | JMFR |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Eddie | Last name of sampler or witnessed by | Bidinger |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RJ Noble 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 | 49R003ARSPW | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-04-01-9
DIME Test ID: 2026-04-01-9-10
Testing Lab: CT D11 - District 11 Materials 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: 2026-04-14
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: Daniel Smith
Date of test: 04/08/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 2545.7 grams
Mass of container filled with the sample and water for Sample 1: 8957 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.392
Theoretical maximum density at 25°C (77°F): 148.9 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target 2.452 Tested 2 times 1st - 2.391 and 2nd 2.392 . Used 2.392 for Rice Calculations
Test was verified on 4/14/2026 ✔