Summary for Test 2021-06-02-9-3
Test performed: AASHTO T209-12Project Information
Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
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DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
Award Date | 04/05/2021 |
Closeout Date | 08/14/2023 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
Sample Taken Date | 06/02/2021 | Sample Unique Key | 9 |
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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 | 06/02/2021 |
Sample type | Department Acceptance | A brief description of the sample | RAP 3/4 inch |
The quantity of what the sample constitutes | PSE at 100 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | Owens |
Title of sampler | PEI | Telephone number of sampler | |
Laboratory sample identification | D78821 | Linked DIME Sample ID | 2021-06-02-8 |
The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779363 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Tullis, Northstate Asphalt |
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Aggregate Size | 3/4 inch | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2021-06-02-9
DIME Test ID: 2021-06-02-9-3
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: 2021-08-24
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: 06/07/2021
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: 1875.3 grams
Mass of container filled with the sample and water for Sample 1: 8477.3 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.553
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/24/2021 ✔