Test 2020-05-13-35-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Sample Information
Sample Taken Date5/13/2020 Sample Unique Key35
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 testing5/14/2020
Sample typeVerification A brief description of the sample1/2 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 byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC741853
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 JMF Verification ID JMF3512-2020-301-HD201907
Test Details
DIME Sample ID: 2020-05-13-35
DIME Test ID: 2020-05-13-35-5
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: 2020-11-13
Test Results

Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/22/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 187 psi
Average Wet Tensile Strength: 152 psi
Tensile Strength Ratio:81
General comments (publicly viewable) (Max 1000 characters): JMF20-020

Test was verified on 11/13/2020