Summary for Test 2017-12-22-11-4

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 Date12/22/2017 Sample Unique Key11
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 testing12/22/2017
Sample typeQuality Control A brief description of the sampleHMA Sample
The quantity of what the sample constitutesUnknown Quantity From where was the sample collectedSource
First name of sampler or witnessed byHMA First Name Last name of sampler or witnessed byHMA Last Name
Title of samplerHMA Engineer Telephone number of sampler7753550420
Laboratory sample identificationHMA Sample ID Linked DIME Sample IDHMA DIME Sample ID
The fabricator/manufacturer/facility nameSierra Nevada Construction Transportation Laboratory (TL) NumberHMA TL Number
Inspector Lot Number from the Transportation Laboratory (TL) FormHMA TL Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set

Test Details

DIME Sample ID: 2017-12-22-11
DIME Test ID: 2017-12-22-11-4
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: 2017-12-29

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/22/2017
Specimen Treatment: Treated
Average Dry Tensile Strength: 135.2 psi
Average Wet Tensile Strength: 126.1 psi
Tensile Strength Ratio: 93.3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2017