Summary for Test 2026-08-22-18-3
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,SOL-80-13.8/14.1,0.0/0.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE |
| Location Description | CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION |
| QA Service Level | 1 (Verified on 12/06/2023) |
Sample Information
| Sample Taken Date | 08/22/2026 | Sample Unique Key | 18 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/22/2026 |
| Sample type | Quality Assurance | A brief description of the sample | #3/8 HMA-A 16% RAP |
| The quantity of what the sample constitutes | 80 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marrieta | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 77S65326L1 |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 16 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-22-18
DIME Test ID: 2026-08-22-18-3
Testing Lab: CT D04 - Richmond Field 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: 2026-08-31
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: LA
Date of test: 08/22/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7381.9 grams
Mass of oven-dry sample in air for Sample 1: 1552.0 grams
Mass of container filled with the sample and water for Sample 1: 8337.0 grams
Mass of container filled with water 2: 7381.9 grams
Mass of oven-dry sample in air for Sample 2: 1533.8 grams
Mass of container filled with the sample and water for Sample 2: 8323.3 grams
Temperature of Water: 0 °F
Specific Gravity for Sample 1: 2.600
Specific Gravity for Sample 2: 2.589
Average Specific Gravity: 2.595
Theoretical maximum density at 25°C (77°F): 2587 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2026 ✔