Summary for Test 2017-12-19-14-6

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 Date12/19/2017 Sample Unique Key14
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 testing12/19/2017
Sample typeQuality Control A brief description of the sampleHMA
The quantity of what the sample constitutesTEST Quantity From where was the sample collectedOther
First name of sampler or witnessed byTEST First Last name of sampler or witnessed byTEST Last
Title of samplerTEST Sampler Telephone number of sampler6268566190
Laboratory sample identificationLab 326120 Linked DIME Sample IDTEST DIME ID
The fabricator/manufacturer/facility nameReliance - Irwindale Transportation Laboratory (TL) NumberTL 326120
Inspector Lot Number from the Transportation Laboratory (TL) FormTEST TL Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set

Test Details

DIME Sample ID: 2017-12-19-14
DIME Test ID: 2017-12-19-14-6
Testing Lab: CT HQ - QAM Sacramento Field Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2017-12-27

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/19/2017
Specimen Treatment: Untreated
Average Dry Tensile Strength: 122 psi
Average Wet Tensile Strength: 96 psi
Tensile Strength Ratio: 0.79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/20/2017