Summary for Test 2024-05-07-5-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995257 DEA: 09401004 EFIS: 0924000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-190-9.8-68.0 |
| Award Date | 08/21/2023 |
| Closeout Date | 03/13/2025 |
| Work Description | Emergency Repair from Flood Damage to State Route 190 near Olancha, CA. |
| Location Description | State Route 190 |
| QA Service Level | 1 (Verified on 10/19/2023) |
Sample Information
| Sample Taken Date | 05/07/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/07/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A-SP PG64-28M R15 |
| The quantity of what the sample constitutes | 4 Boxes of HMA | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREA | Telephone number of sampler | 7609208313 |
| Laboratory sample identification | 3886 | Linked DIME Sample ID | HMA-02 |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-05-07-5
DIME Test ID: 2024-05-07-5-1
Testing Lab: CT D09 - Bishop 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: 2024-05-08
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 05/07/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7310.5 grams
Mass of oven-dry sample in air for Sample 1: 2118.4 grams
Mass of container filled with the sample and water for Sample 1: 8572.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.474
Theoretical maximum density at 25°C (77°F): 154.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): HMA-02
Test was verified on 5/8/2024 ✔