Summary for Test 2022-06-21-21-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
| Award Date | 12/19/2019 |
| Closeout Date | 05/07/2024 |
| Work Description | REPLACE CONCRETE BARRIERS. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 06/21/2022 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/27/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA-A 105793 AAA Irwindale | 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 | 22-0160 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-Irwindale | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 924190A | |
| 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: 2022-06-21-21
DIME Test ID: 2022-06-21-21-1
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: 2022-06-27
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: Arnold Truong
Date of test: 06/27/2022
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: 2549.6 grams
Mass of container filled with the sample and water for Sample 1: 8895.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.515
Theoretical maximum density at 25°C (77°F): 156.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2022 ✔