Test 2020-08-10-47-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214618
DEA: 033F99U4
EFIS: 0319000311
DIST-CO-RTE-PM03-SUT-99-39.2/41.4
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)
Sample Information
Sample Taken Date8/10/2020 Sample Unique Key47
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 testing8/11/2021
Sample typeVerification A brief description of the sample3/4 inch RHMA-G
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMckeehan (WITNESS)
Title of samplerDGS Personnel Laboratory sample identificationJMF20-030B
The fabricator/manufacturer/facility nameDSG Aggregates - Marysville Transportation Laboratory (TL) NumberC 779832
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number JMF Verification ID JMF3513-2021-27
Test Details
DIME Sample ID: 2020-08-10-47
DIME Test ID: 2020-08-10-47-5
Testing Lab: CT D03 - North Region Materials Lab
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-02-25
Test Results

Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 02/25/2021
Specimen Treatment: Treated
Average Dry Tensile Strength: 170 psi
Average Wet Tensile Strength: 132 psi
Tensile Strength Ratio:0.78
General comments (publicly viewable) (Max 1000 characters): JMF20-030B. Test date estimated. Treatment: WMA, Evotherm M1

Test was verified on 02/25/2021