Summary for Test 2026-07-30-111-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000703 DEA: 11430194 EFIS: 1118000001 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-0.4/R10.2 |
| Award Date | 04/16/2025 |
| Closeout Date | Not set |
| Work Description | CULVERT RESTORATION, TUNNEL CO MONITORING SYSTEM, & ADA RAMP. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE SOUTH OF ROUTE 5/15 SEPARATION TO 0.4 MILE SOUTH OF ROUTE 52/15 SEPARATION. |
| QA Service Level | 1 (Verified on 07/23/2025) |
Sample Information
| Sample Taken Date | 07/30/2026 | Sample Unique Key | 111 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/31/2026 | Sample type | Production Start-Up |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 5 bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MM Lakeside | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | See Mix |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 21217105 |
Test Details
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DIME Sample ID: 2026-07-30-111
DIME Test ID: 2026-07-30-111-1
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: 2026-09-15
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: Shawn Rivers
Date of test: 08/20/2026
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: 1558.4 grams
Mass of container filled with the sample and water for Sample 1: 8409.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.494
Theoretical maximum density at 25°C (77°F): 155.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): RAP
Test was verified on 9/15/2026 ✔