Summary for Test 2021-03-12-13-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214900
DEA: 034F8104
EFIS: 0314000291
DIST-CO-RTE-PM03-GLE-32-L0.0/R0.3,0.1/0.9
Award Date06/15/2020
Closeout Date06/29/2021
Work DescriptionCONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS.
Location DescriptionGLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date03/12/2021 Sample Unique Key13
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: 2021-03-12-13
DIME Test ID: 2021-03-12-13-5
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: 2021-04-01

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
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. Jeff Herbert

Test was verified on 4/1/2021