Summary for Test 2025-05-29-93-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 05/29/2025 | Sample Unique Key | 93 |
|---|---|---|---|
| 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 | 05/29/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Fine 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79896 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 897049 |
| 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 |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2025-05-29-93
DIME Test ID: 2025-05-29-93-3
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: 2025-07-01
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: 06/02/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.2 grams
Mass of oven-dry sample in air for Sample 1: 2539.8 grams
Mass of container filled with the sample and water for Sample 1: 8849.4 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.484
Theoretical maximum density at 25°C (77°F): 2476.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.484,
Gser≈2.707
Test was verified on 7/1/2025 ✔