Summary for Test 2021-03-12-18-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215307
DEA: 033F5004
EFIS: 0313000019
DIST-CO-RTE-PM03-GLE-5-R7.4/R17.0
Award Date01/04/2021
Closeout Date11/30/2021
Work DescriptionPLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
QA Service Level1 (Verified on 12/02/2020)

Sample Information

Sample Taken Date03/12/2021 Sample Unique Key18
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 testing03/12/2021
Sample typeVerification A brief description of the sample3/4" HMA - A, with 15% RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad McKeehan (WITNESS) Last name of sampler or witnessed byKRC Personnel (SAMPLER)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-003 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Drum Plant Transportation Laboratory (TL) NumberC778174
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: 2021-03-12-18
DIME Test ID: 2021-03-12-18-5
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: 2021-04-02

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Kavon Rastegar
Date of test: 03/18/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 187 psi
Average Wet Tensile Strength: 154 psi
Tensile Strength Ratio: 0.82
General comments (publicly viewable) (Max 1000 characters): JMF21-003.

Test was verified on 4/2/2021