Summary for Test 2026-05-22-5-7
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001671 DEA: 11430274 EFIS: 1118000084 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.5/52.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CULVERT RESTORATION, INSTALL CURB RAMPS, GUARDRAIL, & HMA-A. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF ROUTE 15 TO 0.1 MILE WEST OF ROUTE 79 |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 05/22/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | Verification | A brief description of the sample | JMF |
| The quantity of what the sample constitutes | 12 boxes | 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 | Martin Marietta 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417105 | |
| 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: 2026-05-22-5
DIME Test ID: 2026-05-22-5-7
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: 2026-06-01
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: 05/28/2026
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: 2518.2 grams
Mass of container filled with the sample and water for Sample 1: 8985.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.498
Theoretical maximum density at 25°C (77°F): 155.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Complies Target 2.507 and Tested 2.498
Test was verified on 6/1/2026 ✔