Summary for Test 2025-10-08-62-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1001219 DEA: 021J8904 EFIS: 0221000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R30.5/R31.0 |
| Award Date | 07/02/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 10/08/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A PG 58-22 from Valero (Benicia) |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80078 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 877601 |
| 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 | ||
| Binder content (%) | 4.6 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 23 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-10-08-62
DIME Test ID: 2025-10-08-62-1
Testing Lab: CT D02 - Redding Northern Regional 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: 2025-10-23
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: Josh Ferency
Date of test: 10/09/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7331.0 grams
Mass of oven-dry sample in air for Sample 1: 2650.1 grams
Mass of container filled with the sample and water for Sample 1: 8952.0 grams
Temperature of Water: 77.9 °F
Specific Gravity for Sample 1: 2.575
Theoretical maximum density at 25°C (77°F): 2568 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.575
Test was verified on 10/23/2025 ✔