Summary for Test 2024-06-10-95-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 95 |
|---|---|---|---|
| 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 | 06/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79571B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | Transportation Laboratory (TL) Number | 692889 |
| 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 | Hat Creek Construction and Materials, Ward Lake Facility, 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: 2024-06-10-95
DIME Test ID: 2024-06-10-95-3
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: 2025-03-20
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: Joe Mishoe
Date of test: 06/13/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7333.7 grams
Mass of oven-dry sample in air for Sample 1: 1618.4 grams
Mass of container filled with the sample and water for Sample 1: 8302.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.491
Theoretical maximum density at 25°C (77°F): 2483.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.491,
Gser≈2.701
Test was verified on 3/20/2025 ✔