Summary for Test 2019-04-25-16-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
| Award Date | 02/03/2016 |
| Closeout Date | 10/21/2020 |
| Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
| Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
| Sample Taken Date | 04/25/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/25/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D77852B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 001902 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | Combined | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-25-16
DIME Test ID: 2019-04-25-16-3
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: 2019-05-29
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: 04/26/2019
Method Performed: no data
Mass of container filled with water: 7372.0 grams
Mass of oven-dry sample in air for Sample 1: 1641.0 grams
Mass of container filled with the sample and water for Sample 1: 8362.0 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.521
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2019 ✔