Summary for Test 2022-11-04-37-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993703 DEA: 070W0404 EFIS: 0721000028 MINOR: 11A3471 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-90-0.9/T3.3 |
| Award Date | 06/09/2022 |
| Closeout Date | 02/05/2024 |
| Work Description | PCC GRINDING, SLAB REPLACEMENT, SLURRY SEAL & COLD PLANE AC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AND CULVER CITY FROM ROUTE 1 TO SLAUSON AVENUE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 11/04/2022 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/07/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" WMA-A 220830A IRW LTR | The quantity of what the sample constitutes | 750 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 | 22-0343 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | |
| Transportation Laboratory (TL) Number | 1104A2 | 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 | 220830A IRW LTR | |
| 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: 2022-11-04-37
DIME Test ID: 2022-11-04-37-1
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: 2022-11-16
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: 11/08/2022
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: 2532.5 grams
Mass of container filled with the sample and water for Sample 1: 8877.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.498
Theoretical maximum density at 25°C (77°F): 155.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2022 ✔