Test 2020-06-08-38-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213835
DEA: 051F7404
EFIS: 0514000049
DIST-CO-RTE-PM05-MON-101-R28.0/R30.6
Work DescriptionPLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location DescriptionMONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
Sample Information
Sample Taken Date6/8/2020 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 testing6/19/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Last name of sampler or witnessed byScott
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSPM Templeton 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 TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-151
Test Details
DIME Sample ID: 2020-06-08-38
DIME Test ID: 2020-06-08-38-5
Testing Lab: CT D05 - Field 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: 2020-07-06
Test Results

Input Type: Calculated
Tester's full name: QC
Date of test: 06/08/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 311 psi
Average Wet Tensile Strength: 263 psi
Tensile Strength Ratio:84.6
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/06/2020