Summary for Test 2023-07-05-77-1
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 | 07/05/2023 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 07/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Cores |
| The quantity of what the sample constitutes | LOT 8 SUBLOT 8 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | Hall |
| Title of sampler | Telephone number of sampler | 7072999133 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | Transportation Laboratory (TL) Number | 889120 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | LOT 8 SUBLOT 8 | 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 | 8 |
| Sublot number | 8 | 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: 2023-07-05-77
DIME Test ID: 2023-07-05-77-1
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: 2024-02-12
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/14/2023
Specific Gravity for Sample 1: 2.520
Specific Gravity for Sample 2: 2.520
Average Specific Gravity: 2.520
Theoretical maximum density at 25°C (77°F): 2512 kg/m^3
General comments (publicly viewable) (Max 1000 characters): LOT 8 SUBLOT 8
Drier Drum
Test was verified on 2/12/2024 ✔