Summary for Test 2022-06-06-8-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215257
DEA: 11056374
EFIS: 1117000087
DIST-CO-RTE-PM11-SD-11-0.6/2.7
Award Date02/16/2021
Closeout DateNot set
Work DescriptionCONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING.
Location DescriptionSAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING
QA Service Level1 (Verified on 11/25/2020)

Sample Information

Sample Taken Date06/06/2022 Sample Unique Key8
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 testing06/07/2022
Sample typeQuality Assurance A brief description of the sample3/4" HMA PSU
The quantity of what the sample constitutes3 bags, 12 boxes, 3 cans From where was the sample collectedSource
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWalker
Title of sampler Telephone number of sampler8582480978
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA Lakeside 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

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2022-06-06-8
DIME Test ID: 2022-06-06-8-6
Testing Lab: CT D11 - District 11 Materials 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: 2024-08-29

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Shawn Lynn
Date of test: 06/15/2022
Specimen Treatment: Untreated
Average Dry Tensile Strength: 6182 psi
Average Wet Tensile Strength: 4780 psi
Tensile Strength Ratio: 77
General comments (publicly viewable) (Max 1000 characters): 4139-PSU 056374

Test was verified on 8/29/2024