Summary for Test 2020-07-27-29-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214756
DEA: 050N7AU4
EFIS: 0520000030
DIST-CO-RTE-PM05-SB-101-1.4/4.8
Award DateNot set
Closeout Date09/27/2022
Work DescriptionSegment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location DescriptionCARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
QA Service Level1 (Verified on 03/09/2020)

Sample Information

Sample Taken Date07/27/2020 Sample Unique Key29
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 testing07/28/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedJob Site
First name of sampler or witnessed byDarren Last name of sampler or witnessed byLaChaine
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Buellton 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: 2020-07-27-29
DIME Test ID: 2020-07-27-29-5
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-08-13

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: QC
Date of test: 04/06/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 153 psi
Average Wet Tensile Strength: 156 psi
Tensile Strength Ratio: 100
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2020