Summary for Test 2020-05-12-38-8

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213485
DEA: 032F9804
EFIS: 0312000026
DIST-CO-RTE-PM03-COL-20-31.7/32.9
Award Date10/15/2018
Closeout Date05/11/2022
Work DescriptionPAVEMENT REHABILITATION
Location DescriptionCOLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/12/2020 Sample Unique Key38
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 testing05/14/2020
Sample typeVerification A brief description of the sample3/4 inch 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 Last name of sampler or witnessed byTeichert Personnel
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert-Hallwood Drum Plant Transportation Laboratory (TL) NumberC778172
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: 2020-05-12-38
DIME Test ID: 2020-05-12-38-8
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: 2020-11-17

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/11/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 165 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio: 90
General comments (publicly viewable) (Max 1000 characters): JMF20-021B

Test was verified on 11/17/2020