Summary for Test 2024-09-10-103-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993119 DEA: 021J7104 EFIS: 0220000120 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-29.77/L30.88 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | TRINITY 3 PAVEMENT AND DRAINAGE |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/10/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | McCormick |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79716 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858076 |
| 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: 2024-09-10-103
DIME Test ID: 2024-09-10-103-1
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: 10/07/2024
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: 1576.1 grams
Mass of container filled with the sample and water for Sample 1: 8255.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.414
Theoretical maximum density at 25°C (77°F): 2407.0 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.414
Test was verified on 10/7/2024 ✔