Summary for Test 2019-11-15-20-6

Test performed: AASHTO T283-14

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/15/2019 Sample Unique Key20
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 testing11/15/2019
Sample typeVerification A brief description of the samplePlant Produced 1/2-inch Type A HMA (eq. PG 64-10)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byAdam Last name of sampler or witnessed byZeither
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton 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 numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-11-15-20
DIME Test ID: 2019-11-15-20-6
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-11-17

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 11/15/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 140 psi
Average Wet Tensile Strength: 126 psi
Tensile Strength Ratio: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2019