Summary for Test 2021-10-27-12-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215704 DEA: 020J9104 EFIS: 0219000174 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD,SHA-89,139,299-VAR |
| Award Date | 06/03/2021 |
| Closeout Date | 08/08/2022 |
| Work Description | REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS. |
| Location Description | LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/03/2021) |
Sample Information
| Sample Taken Date | 10/27/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 10/27/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/8" RAP |
| The quantity of what the sample constitutes | PSE 1 Bag | 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 | D78967 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 875743 |
| 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 | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-27-12
DIME Test ID: 2021-10-27-12-1
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: 2021-11-18
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: Terry McCormick
Date of test: 10/29/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.5 grams
Mass of oven-dry sample in air for Sample 1: 1420.5 grams
Mass of container filled with the sample and water for Sample 1: 8205.7 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.577
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2021 ✔