Summary for Test 2021-06-14-33-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 2 bags of 3/8-inch RAP (Combined) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D78844D | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | |
| Transportation Laboratory (TL) Number | 853348 | 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 | Eagle Peak Rock and Paving, Alturas Plant, Alturas, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Eagle Peak |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-14-33
DIME Test ID: 2021-06-14-33-2
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: 2021-12-30
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/16/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.6 grams
Mass of oven-dry sample in air for Sample 1: 1658.7 grams
Mass of container filled with the sample and water for Sample 1: 8331.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.498
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/30/2021 ✔