Summary for Test 2025-05-07-8-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995239 DEA: 060W9104 EFIS: 0618000011 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-27.6/30.6 |
| Award Date | 09/17/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M). |
| Location Description | TULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/14/2024) |
Sample Information
| Sample Taken Date | 05/07/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 05/08/2025 |
| Sample type | Quality Assurance | A brief description of the sample | HMA Type A |
| The quantity of what the sample constitutes | 10 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Martika | Last name of sampler or witnessed by | Hall |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | MMV - Visalia | Transportation Laboratory (TL) Number | |
| 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 | 1 |
| Sublot number | 15 | HMA Mix Number | 21J003 |
| 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: 2025-05-07-8
DIME Test ID: 2025-05-07-8-2
Testing Lab: CT D06 - Visalia Field Laboratory
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: 2025-05-08
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/08/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7318.5 grams
Mass of oven-dry sample in air for Sample 1: 2522.2 grams
Mass of container filled with the sample and water for Sample 1: 8900.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.683
Theoretical maximum density at 25°C (77°F): 2675 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2025 ✔