Summary for Test 2021-09-13-17-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213337 DEA: 024F5404 EFIS: 0213000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R15.3/R16.5 |
| Award Date | 07/30/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | BRIDGE REPLACEMENT - SOUTHBOUND ONLY |
| Location Description | SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L |
| QA Service Level | 1 (Verified on 11/14/2018) |
Sample Information
| Sample Taken Date | 09/13/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 09/13/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/8 inch RAP |
| The quantity of what the sample constitutes | PSE 1 Bag at 282 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | D78942 | Linked DIME Sample ID | 2021-09-13-16, 2021-09-13-18 |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 815603 |
| 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
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DIME Sample ID: 2021-09-13-17
DIME Test ID: 2021-09-13-17-1
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: 2021-09-16
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: 09/14/2021
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: 1547.0 grams
Mass of container filled with the sample and water for Sample 1: 8276.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.547
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2021 ✔