Summary for Test 2021-09-27-72-3

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215744
DEA: 033H93U4
EFIS: 0321000091
DIST-CO-RTE-PM03-YUB,BUT-70-25.5/25.8,0.0/3.8
Award Date07/15/2021
Closeout DateNot set
Work DescriptionWIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location DescriptionYUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
QA Service Level1 (Verified on 05/20/2021)

Sample Information

Sample Taken Date09/27/2021 Sample Unique Key72
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 testing09/28/2021
Sample typeVerification A brief description of the sample1/2" HMA-A w/ RAP
The quantity of what the sample constitutesBoxes of Mix From where was the sample collectedSupplier
First name of sampler or witnessed byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Aggregates 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 Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-27-72
DIME Test ID: 2021-09-27-72-3
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: 2021-12-27

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 10/02/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 167 psi
Average Wet Tensile Strength: 140 psi
Tensile Strength Ratio: 0.84
General comments (publicly viewable) (Max 1000 characters): JMF21-039

Test was verified on 12/27/2021