Summary for Test 2022-06-02-8-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 06/02/2022 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/06/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA-A 220817A IRW SJR | The quantity of what the sample constitutes | 1500 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | Pham | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 22-0142 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | |
| Transportation Laboratory (TL) Number | 0602C2 | 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 | Not set | |
| 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: 2022-06-02-8
DIME Test ID: 2022-06-02-8-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2022-06-06
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: Daniel Gomez
Date of test: 06/06/2022
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7359.3 grams
Mass of oven-dry sample in air for Sample 1: 2553.1 grams
Mass of container filled with the sample and water for Sample 1: 8896.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.513
Theoretical maximum density at 25°C (77°F): 156.4 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/6/2022 ✔