Summary for Test 2021-09-20-65-2

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award Date01/21/2021
Closeout Date08/21/2023
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/20/2021 Sample Unique Key65
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 testing09/30/2021
Sample typeVerification A brief description of the sample3/4" HMA-A w/RAP
The quantity of what the sample constitutesBoxes of Mix From where was the sample collectedSupplier
First name of sampler or witnessed byJ. Cotten Last name of sampler or witnessed byJ. Cotten
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bradshaw Plant 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 Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-20-65
DIME Test ID: 2021-09-20-65-2
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2021-12-28

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 10/07/2021
Specimen Treatment: Treated
Average Dry Tensile Strength: 197 psi
Average Wet Tensile Strength: 169 psi
Tensile Strength Ratio: 0.86
General comments (publicly viewable) (Max 1000 characters): JMF21-042

Test was verified on 12/28/2021