Summary for Test 2024-09-24-87-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000250 DEA: 040Y3904 EFIS: 0422000274 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-262-R0.0/R1.1 |
| Award Date | 06/10/2024 |
| Closeout Date | 09/05/2025 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | ALAMEDA COUNTY IN FREMONT FROM ROUTE 880 TO ROUTE 680 |
| QA Service Level | 1 (Verified on 06/03/2024) |
Sample Information
| Sample Taken Date | 09/24/2024 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 09/25/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Magana | Last name of sampler or witnessed by | Luis |
| Title of sampler | Telephone number of sampler | 2092250104 | |
| Laboratory sample identification | HW-092424-SASE | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta-Sunol Plant | Transportation Laboratory (TL) Number | C690436 |
| 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 | 1 |
| Sublot number | 1 | HMA Mix Number | D04 JMF 24 011 |
| 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: 2024-09-24-87
DIME Test ID: 2024-09-24-87-3
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: 2024-10-02
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Luis Magana
Date of test: 09/27/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7334.8 grams
Mass of oven-dry sample in air for Sample 1: 1574.9 grams
Mass of container filled with the sample and water for Sample 1: 8268.2 grams
Mass of container filled with water: 7334.8 grams
Mass of oven-dry sample in air for Sample 2: 1567.9 grams
Mass of container filled with the sample and water for Sample 2: 8263.3 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.455
Specific Gravity for Sample 2: 2.452
Average Specific Gravity: 2.454
Theoretical maximum density at 25°C (77°F): 2446.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Startup Evaluation
Test was verified on 10/2/2024 ✔