Summary for Test 2024-10-25-49-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000266 DEA: 070W6304 EFIS: 0722000332 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33,101,118,126-Var |
| Award Date | 06/26/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | METHACRYLATE, POLYESTER OVERLAY, AND SLOPE REPAIR. |
| Location Description | VENTURA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/17/2024) |
Sample Information
| Sample Taken Date | 10/25/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 11/21/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A 220200 SAT LTR |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Furtado |
| Title of sampler | Vulcan QC | Telephone number of sampler | |
| Laboratory sample identification | 24-431 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Saticoy | Transportation Laboratory (TL) Number | 1025A2 |
| 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 | 220200 SAT 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: 2024-10-25-49
DIME Test ID: 2024-10-25-49-1
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: 2024-12-05
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: 12/05/2024
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: 2549.7 grams
Mass of container filled with the sample and water for Sample 1: 8886.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.494
Theoretical maximum density at 25°C (77°F): 155.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2024 ✔