Summary for Test 2021-08-25-16-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| 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 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2021 | Sample type | Department 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 | ||
| Bid Item | Not set |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔