Summary for Test 2025-06-17-101-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 06/17/2025 | Sample Unique Key | 101 |
|---|---|---|---|
| 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 | 06/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1 Bag RAP |
| 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 | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79907 | Linked DIME Sample ID | 857988 |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Ward Lake Plant, Litchfield, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2025-06-17-101
DIME Test ID: 2025-06-17-101-3
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: 2025-06-26
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: Colt Sweeny
Date of test: 06/19/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7334 grams
Mass of oven-dry sample in air for Sample 1: 1637 grams
Mass of container filled with the sample and water for Sample 1: 8312.4 grams
Temperature of Water: 75 °F
Specific Gravity for Sample 1: 2.486
Theoretical maximum density at 25°C (77°F): 2478.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.486
Test was verified on 6/26/2025 ✔