Summary for Test 2023-02-23-14-1
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 | 02/23/2023 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 02/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Christian | Last name of sampler or witnessed by | Sousa |
| Title of sampler | QC Manager | Telephone number of sampler | 5306513393 |
| Laboratory sample identification | Con_23_164 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Vallejo | Transportation Laboratory (TL) Number | C727135 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | HWY 80 | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 6 |
| Sublot number | 4 | HMA Mix Number | 411101510LD0221 |
| 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: 2023-02-23-14
DIME Test ID: 2023-02-23-14-1
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: 2023-03-22
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: Anthony Ibarra
Date of test: 02/27/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7372.9 grams
Mass of oven-dry sample in air for Sample 1: 2532.1 grams
Mass of container filled with the sample and water for Sample 1: 8895.9 grams
Temperature of Water: 0 °F
Specific Gravity for Sample 1: 2.509
Theoretical maximum density at 25°C (77°F): 2501.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2023 ✔