Summary for Test 2025-05-07-127-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994226 DEA: 042K7004 EFIS: 0417000010 COOP: 042895 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-R0.0/11.8 |
| Award Date | 07/13/2023 |
| Closeout Date | Not set |
| Work Description | Cold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE) |
| Location Description | ALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/13/2022) |
Sample Information
| Sample Taken Date | 05/07/2025 | Sample Unique Key | 127 |
|---|---|---|---|
| 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 | 05/08/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G WMA |
| The quantity of what the sample constitutes | 1 to 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Vega |
| Title of sampler | Consultant QA | Telephone number of sampler | |
| Laboratory sample identification | SJ-050725-T209-L10SL2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Pleasanton Drier Drum Plant | Transportation Laboratory (TL) Number | C317-050725-1 |
| 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 | 10 |
| Sublot number | 2 | HMA Mix Number | 326122 |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-05-07-127
DIME Test ID: 2025-05-07-127-1
Testing Lab: CT D04 - San Jose Construction Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-08-09
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 05/08/2025
Specific Gravity for Sample 1: 2.407
Specific Gravity for Sample 2: 2.394
Average Specific Gravity: 2.400
Theoretical maximum density at 25°C (77°F): 2393 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 10 - Sublot 2, MS-T209-A-B
Test was verified on 8/9/2025 ✔