Summary for Test 2020-05-20-53-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS 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 Date05/20/2020 Sample Unique Key53
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 testing05/20/2020
Sample typeQuality Control A brief description of the sample1/2" HMA TYPE A
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byabc tester Last name of sampler or witnessed bydef tester
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namesantafe waterford Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot 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