Summary for Test 2025-02-20-26-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 02/20/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 02/21/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" WMA-A 220200M IRW SJR |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Baher | Last name of sampler or witnessed by | Fakhoury |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 25-023 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | Transportation Laboratory (TL) Number | 003788 |
| 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 | 220200M IRW SJR | |
| 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: 2025-02-20-26
DIME Test ID: 2025-02-20-26-1
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: 2025-02-27
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: 02/27/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7353.3 grams
Mass of oven-dry sample in air for Sample 1: 2548.2 grams
Mass of container filled with the sample and water for Sample 1: 8924.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.609
Theoretical maximum density at 25°C (77°F): 162.4 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/27/2025 ✔