Summary for Test 2024-09-18-90-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 09/18/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/19/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA-A w/23.6% RAP PG 58-34M Valero | The quantity of what the sample constitutes | 16 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79718 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 851382 | 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 (%) | 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: 2024-09-18-90
DIME Test ID: 2024-09-18-90-1
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: 2024-10-07
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: 09/19/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.3 grams
Mass of oven-dry sample in air for Sample 1: 2557.8 grams
Mass of container filled with the sample and water for Sample 1: 8886.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.55
Theoretical maximum density at 25°C (77°F): 2542.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.550
Test was verified on 10/7/2024 ✔