Summary for Test 2024-07-01-89-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 07/01/2024 | Sample Unique Key | 89 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) virgin PG 64-16 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79614 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 853408 | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-07-01-89
DIME Test ID: 2024-07-01-89-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-09-09
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/08/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7333 grams
Mass of oven-dry sample in air for Sample 1: 1570.3 grams
Mass of container filled with the sample and water for Sample 1: 8257.9 grams
Temperature of Water: 24 °F
Specific Gravity for Sample 1: 2.433
Theoretical maximum density at 25°C (77°F): 2425.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.433
Test was verified on 9/9/2024 ✔