Summary for Test 2023-04-02-18-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 04/02/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/02/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Hot mix asphalt | The quantity of what the sample constitutes | 750 tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Bhalinder |
| Last name of sampler or witnessed by | Pandher | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton Plant | |
| Transportation Laboratory (TL) Number | C369719 | 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 | 220304 | |
| 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: 2023-04-02-18
DIME Test ID: 2023-04-02-18-3
Testing Lab: CT D04 - Pleasanton 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: 2023-04-26
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Rob Lohman
Date of test: 04/12/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7339.4 grams
Mass of oven-dry sample in air for Sample 1: 2555 grams
Mass of container filled with the sample and water for Sample 1: 8873.9 grams
Temperature of Water: 0 °F
Specific Gravity for Sample 1: 2.504
Theoretical maximum density at 25°C (77°F): 2496.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): NB 680 Median Shoulder - Night of 4/2/2023
Test was verified on 4/26/2023 ✔