Summary for Test 2023-07-08-5-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993703 DEA: 070W0404 EFIS: 0721000028 MINOR: 11A3471 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-90-0.9/T3.3 |
| Award Date | 06/09/2022 |
| Closeout Date | 02/05/2024 |
| Work Description | PCC GRINDING, SLAB REPLACEMENT, SLURRY SEAL & COLD PLANE AC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AND CULVER CITY FROM ROUTE 1 TO SLAUSON AVENUE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 07/08/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 07/10/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2" RHMA-G 326120M 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 | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 23-245 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | Transportation Laboratory (TL) Number | 0708A2 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326120M 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: 2023-07-08-5
DIME Test ID: 2023-07-08-5-1
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: 2023-07-11
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: 07/11/2023
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: 1517.4 grams
Mass of container filled with the sample and water for Sample 1: 8251.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.426
Theoretical maximum density at 25°C (77°F): 151.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2023 ✔