Summary for Test 2022-08-23-55-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993104 DEA: 074P6704 EFIS: 0718000314 MINOR: 07A4997 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-138/63.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Drainage System Restoration |
| Location Description | Construction on State Highway In Los Angeles. |
| QA Service Level | 1 (Verified on 06/29/2021) |
Sample Information
| Sample Taken Date | 08/23/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 08/25/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" WMA-A 1639 |
| The quantity of what the sample constitutes | 17.5 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 | 22-0244 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Big Rock | Transportation Laboratory (TL) Number | 019107 |
| 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 | Not set | |
| 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: 2022-08-23-55
DIME Test ID: 2022-08-23-55-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2022-08-26
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 08/26/2022
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7359.3 grams
Mass of oven-dry sample in air for Sample 1: 2524.2 grams
Mass of container filled with the sample and water for Sample 1: 8869.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.49
Theoretical maximum density at 25°C (77°F): 155.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2022 ✔