Summary for Test 2026-08-19-3-7
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94,188-15.2/65.3,0.0/1.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | DRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET. |
| Location Description | SAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94. |
| QA Service Level | 1 (Verified on 02/05/2026) |
Sample Information
| Sample Taken Date | 08/19/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/19/2026 | Sample type | Verification |
| 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 | Mohammed |
| Last name of sampler or witnessed by | Masud | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218180T3 | |
| 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: 2026-08-19-3
DIME Test ID: 2026-08-19-3-7
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-09-01
Test Results
Number of Samples: 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: 08/30/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1551.3 grams
Mass of container filled with the sample and water for Sample 1: 8386.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.421
Theoretical maximum density at 25°C (77°F): 150.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Retest - Complies with the previous 2 Caltrans Rice tests.1st-2.428, 2nd-2.409 and this test of 3rd- 2.421. Mix Design Target from the 3512 is 2.460 .
Test was verified on 9/1/2026 ✔