Test 2020-06-05-34-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213762
DEA: 032F3404
EFIS: 0300020616
DIST-CO-RTE-PM03-PLA-49-3.1/7.5
Work DescriptionWIDEN SHOULDERS, ADD RETAINING WALLS, REPLACE MBGR, CURBS & ELECTRICAL
Location DescriptionPLACER COUNTY IN AND NEAR AUBURN FROM 0.1 MILE SOUTH OF ROUTE 49/80 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
Sample Information
Sample Taken Date6/5/2020 Sample Unique Key34
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 testing6/5/2020
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 collectedSource
First name of sampler or witnessed byMack Last name of sampler or witnessed byAbott
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameKRC Hallwood at plant 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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number JMF Verification ID JMF3513-2020-178
Test Details
DIME Sample ID: 2020-06-05-34
DIME Test ID: 2020-06-05-34-5
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: 2020-08-24
Test Results

Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/05/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 127 psi
Average Wet Tensile Strength: 102 psi
Tensile Strength Ratio:80.3
General comments (publicly viewable) (Max 1000 characters): No ratio is required per the standard specification.

Test was verified on 08/24/2020