Summary for Test 2024-06-20-192-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 192 |
|---|---|---|---|
| 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 | 3/4-inch HMA-A | The quantity of what the sample constitutes | 4 boxes 310 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Monte |
| Last name of sampler or witnessed by | Spencer | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79616 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | |
| Transportation Laboratory (TL) Number | 692861 | 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: 2024-06-20-192
DIME Test ID: 2024-06-20-192-1
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: 2024-08-20
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: 2556.6 grams
Mass of container filled with the sample and water for Sample 1: 8880.4 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.533
Theoretical maximum density at 25°C (77°F): 2525.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.533
Test was verified on 8/20/2024 ✔