Summary for Test 2025-11-03-72-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,5-L47.4,R45.5/R46.0 |
| Award Date | 11/13/2024 |
| Closeout Date | Not set |
| Work Description | NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION. |
| Location Description | SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159 |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 11/03/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 11/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 Bags 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80115B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 877608 |
| 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 | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2025-11-03-72
DIME Test ID: 2025-11-03-72-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-11-26
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/07/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7331.0 grams
Mass of oven-dry sample in air for Sample 1: 2645.6 grams
Mass of container filled with the sample and water for Sample 1: 8959.6 grams
Temperature of Water: 78.3 °F
Specific Gravity for Sample 1: 2.601
Theoretical maximum density at 25°C (77°F): 2593 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.601
Test was verified on 11/26/2025 ✔