Summary for Test 2020-05-20-53-6
Test performed: AASHTO T283-14Project 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 | 05/20/2020 | Sample Unique Key | 53 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/20/2020 |
Sample type | Quality Control | A brief description of the sample | 1/2" HMA TYPE A |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | abc tester | Last name of sampler or witnessed by | def tester |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | santafe waterford | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-20-53
DIME Test ID: 2020-05-20-53-6
Testing Lab: CT HQ - Sacramento Materials Management Branch Field Office
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2023-05-02
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Alexis Corona
Date of test: 04/20/2023
Specimen Treatment: Treated
Average Dry Tensile Strength: 500 psi
Average Wet Tensile Strength: 200 psi
Tensile Strength Ratio: 350
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/2/2023 ✔