Summary for Test 2018-01-12-3-3
Test performed: AASHTO T209-12Project Information
Project Identifiers | Project ID: 99999 DEA: 0322222 |
---|---|
DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
QA Service Level | (Verified on 04/05/2013) |
Sample Information
Sample Taken Date | 01/12/2018 | Sample Unique Key | 3 |
---|---|---|---|
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 | 01/12/2018 |
Sample type | Verification | A brief description of the sample | 3/8-inch RAP |
The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | a | Last name of sampler or witnessed by | a |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | SNC - Mustang Asphalt Plant | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Mustang Asphalt Plant |
---|---|---|---|
Aggregate Size | 3/8 | Aggregate Source | Unknown |
RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2018-01-12-3
DIME Test ID: 2018-01-12-3-3
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: 2018-01-19
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: Ward Jenkins
Date of test: 01/12/2018
Method Performed: no data
Mass of container filled with water: 7376.0 grams
Mass of oven-dry sample in air for Sample 1: 1695.0 grams
Mass of container filled with the sample and water for Sample 1: 8386.0 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.471
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2018 ✔