Summary for Test 2024-07-24-72-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 07/24/2024 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 07/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4-INCH RHMA-G |
| The quantity of what the sample constitutes | LOT 8 SUBLOT 5 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Ringler |
| Title of sampler | Lab Technician | Telephone number of sampler | 7078161520 |
| Laboratory sample identification | Con_24_586 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Vallejo Drier Drum Plant | Transportation Laboratory (TL) Number | C771322 |
| 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 | 3/4 inch | Lot number | 8 |
| Sublot number | 5 | HMA Mix Number | 226120D |
| 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: 2024-07-24-72
DIME Test ID: 2024-07-24-72-1
Testing Lab: CT D04 - Concord 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: 2024-08-09
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 07/29/2024
Specific Gravity for Sample 1: 2.410
Theoretical maximum density at 25°C (77°F): 2403 kg/m^3
General comments (publicly viewable) (Max 1000 characters): LOT 8 SUBLOT 5
Theoretical maximum density = 2.403
Test was verified on 8/9/2024 ✔