Summary for Test 2020-07-24-54-7

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214618
DEA: 033F99U4
EFIS: 0319000311
DIST-CO-RTE-PM03-SUT-99-39.2/41.4
Award Date05/15/2020
Closeout Date12/13/2023
Work DescriptionWIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location DescriptionSUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date07/24/2020 Sample Unique Key54
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 testing07/27/2020
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 byBrad (WITNESS) Last name of sampler or witnessed byMckeehan (WITNESS)
Title of samplerDGS Personnel Telephone number of sampler
Laboratory sample identificationJMF20-029 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDeSilva Gates Aggregates-Marysville Transportation Laboratory (TL) Numberc779826
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: 2020-07-24-54
DIME Test ID: 2020-07-24-54-7
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: 2021-01-26

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 08/07/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 127 psi
Average Wet Tensile Strength: 108 psi
Tensile Strength Ratio: 0.85
General comments (publicly viewable) (Max 1000 characters): JMF20-029. Test date estimated.

Test was verified on 1/26/2021