Summary for Test 2024-09-06-81-2
Test performed: AASHTO T209-12Project 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 | 09/06/2024 | Sample Unique Key | 81 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/06/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 RHMA-G HMA | The quantity of what the sample constitutes | 751-1500 Tons |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Barajas | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| 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 | 6 |
| Sublot number | 2 | HMA Mix Number | DO4 JMF 22 041 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-09-06-81
DIME Test ID: 2024-09-06-81-2
Testing Lab: CT D04 - Hayward Field 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: 2024-12-20
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Luis Magana
Date of test: 09/11/2024
Specific Gravity for Sample 1: 2.393
Specific Gravity for Sample 2: 2.395
Average Specific Gravity: 2.394
Theoretical maximum density at 25°C (77°F): 2387.0 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/20/2024 ✔