Summary for Test 2024-06-07-63-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995533 DEA: 070W7104 EFIS: 0723000034 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-105-R13.4/R18.1 |
| Award Date | 03/05/2024 |
| Closeout Date | 03/14/2025 |
| Work Description | DIGOUT, SLURRY SEAL, COLD PLANE OVERLAY, AND PAVEMENT DELINEATION. |
| Location Description | LOS ANGELES COUNTY FROM LOS ANGELES RIVER BRIDGE SEPARATION IN PARAMOUNT TO STUDEBAKER ROAD IN NORWALK |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 06/07/2024 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/14/2024 | Sample type | Acceptance |
| A brief description of the sample | 3/4" RHMA-G 106835 | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Zubieta | Title of sampler | TEC |
| Telephone number of sampler | Laboratory sample identification | 24143 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA Irwindale | |
| Transportation Laboratory (TL) Number | 060724D | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 106835 | |
| 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: 2024-06-07-63
DIME Test ID: 2024-06-07-63-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-06-17
Test Results
Number of Samples: 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: 06/15/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7359.3 grams
Mass of oven-dry sample in air for Sample 1: 2543.8 grams
Mass of container filled with the sample and water for Sample 1: 8848.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.412
Theoretical maximum density at 25°C (77°F): 150.1 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2024 ✔