Summary for Test 2021-04-01-25-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout Date08/30/2023
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date04/01/2021 Sample Unique Key25
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 testing04/01/2021
Sample typeVerification A brief description of the sample3/4" HMA - A w/RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed by Brad McKeehan (WITNESS)
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationJMF21-020A Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert-Hallwood Drum Plant Transportation Laboratory (TL) NumberC706328
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNot Applicable

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: 2021-04-01-25
DIME Test ID: 2021-04-01-25-5
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: 2021-05-04

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/21/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 177 psi
Average Wet Tensile Strength: 155 psi
Tensile Strength Ratio: 0.88
General comments (publicly viewable) (Max 1000 characters): JMF21-020A.

Test was verified on 5/4/2021