Summary for Test 2025-07-29-119-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-20.2/26 |
| Award Date | 04/12/2023 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 07/29/2025 | Sample Unique Key | 119 |
|---|---|---|---|
| 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 | 08/01/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A |
| 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 | 25-573 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA Irwindale | Transportation Laboratory (TL) Number | 0729A2 |
| 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 | 105793 | |
| Binder content (%) | 4.7 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-07-29-119
DIME Test ID: 2025-07-29-119-1
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: 2025-11-06
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: 08/22/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7349.5 grams
Mass of oven-dry sample in air for Sample 1: 2526.0 grams
Mass of container filled with the sample and water for Sample 1: 8891.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.567
Theoretical maximum density at 25°C (77°F): 159.8 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2025 ✔