Summary for Test 2023-06-01-75-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 214437 DEA: 07323104 EFIS: 0716000061 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R36.0/R40.6 |
| Award Date | 06/01/2022 |
| Closeout Date | 11/25/2024 |
| Work Description | PSR-TMDL |
| Location Description | LOS ANGELES COUNTY IN IRWINDALE AND AZUSA FROM 0.1 MILE EAST HIGHLAND AVENUE UNDERCROSSING TO SOUTH CITRUS AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
| Sample Taken Date | 06/01/2023 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA-A 220831A 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 | Gerardo |
| Last name of sampler or witnessed by | Zubieta | Title of sampler | TEC |
| Telephone number of sampler | Laboratory sample identification | 23-194 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | |
| Transportation Laboratory (TL) Number | 924530A | 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 | 220831A 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: 2023-06-01-75
DIME Test ID: 2023-06-01-75-1
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: 2023-06-19
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: 06/19/2023
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: 2519.2 grams
Mass of container filled with the sample and water for Sample 1: 8881.0 grams
Temperature of Water: 0 °F
Specific Gravity for Sample 1: 2.526
Theoretical maximum density at 25°C (77°F): 157.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2023 ✔