Summary for Test 2021-08-25-16-3
Test performed: AASHTO T209-12Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 08/25/2021 | Sample Unique Key | 16 |
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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 | 08/25/2021 |
Sample type | Acceptance | A brief description of the sample | 3/8 Inch RAP |
The quantity of what the sample constitutes | PSE 1 bag, 100k Ton Milestone | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J.D. | Last name of sampler or witnessed by | Atkinson |
Title of sampler | Material Tester | Telephone number of sampler | |
Laboratory sample identification | D78929 | Linked DIME Sample ID | 2021-08-25-14, 2021-08-25-34 |
The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858990 |
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, Redding, CA |
---|---|---|---|
Aggregate Size | 3/8 inch | Aggregate Source | Fawndale Rock and Asphalt, Redding, Ca |
RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-25-16
DIME Test ID: 2021-08-25-16-3
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: 2021-09-09
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: Karen Dorado
Date of test: 08/26/2021
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: 1570.6 grams
Mass of container filled with the sample and water for Sample 1: 8285.1 grams
Temperature of Water: 75 °F
Specific Gravity for Sample 1: 2.525
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔