Summary for Test 2025-10-06-59-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-11.0/16.0 |
| Award Date | 04/09/2025 |
| Closeout Date | Not set |
| Work Description | PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 10/06/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined Lime Treated 1/2-inch Aggregate |
| 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 | D80074B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 876960 |
| 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, Shaw Pit Facility, Lookout, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2025-10-06-59
DIME Test ID: 2025-10-06-59-1
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: 2025-10-16
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 Ferency
Date of test: 10/14/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331 grams
Mass of oven-dry sample in air for Sample 1: 1612.2 grams
Mass of container filled with the sample and water for Sample 1: 8298.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.502
Theoretical maximum density at 25°C (77°F): 2494.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.502
Test was verified on 10/16/2025 ✔