Summary for Test 2023-08-09-40-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994780 DEA: 070W3304 EFIS: 0721000265 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-19.5/29.5 |
| Award Date | 03/13/2023 |
| Closeout Date | 03/14/2025 |
| Work Description | LOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE |
| Location Description | DIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY, |
| QA Service Level | 1 (Verified on 06/07/2023) |
Sample Information
| Sample Taken Date | 08/09/2023 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 08/10/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" RHMA-G 226108M 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 | MD | Last name of sampler or witnessed by | Shahjahan |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | 23-357 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | Transportation Laboratory (TL) Number | 019565 |
| 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 | 226108M 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: 2023-08-09-40
DIME Test ID: 2023-08-09-40-1
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: 2023-08-11
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: Arnold Truong
Date of test: 08/11/2023
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: 2528.3 grams
Mass of container filled with the sample and water for Sample 1: 8842.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.419
Theoretical maximum density at 25°C (77°F): 150.6 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2023 ✔