Summary for Test 2023-05-17-84-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-0/0.0001 |
| Award Date | 06/30/2022 |
| Closeout Date | Not set |
| Work Description | DORRIS TMS |
| Location Description | SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD |
| QA Service Level | 1 (Verified on 11/09/2020) |
Sample Information
| Sample Taken Date | 05/17/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 05/17/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined RAP (3/8-inch) |
| 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 | D79236B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815611 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Reddimg, CA |
|---|---|---|---|
| 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: 2023-05-17-84
DIME Test ID: 2023-05-17-84-3
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: 2023-06-08
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: 06/08/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7335.7 grams
Mass of oven-dry sample in air for Sample 1: 1602.9 grams
Mass of container filled with the sample and water for Sample 1: 8312.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.561
Theoretical maximum density at 25°C (77°F): 2553.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.561
Test was verified on 6/8/2023 ✔