Test 2020-06-12-19-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Sample Information
Sample Taken Date6/12/2020 Sample Unique Key19
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 testing6/22/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
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 JMF3513-2020-157
Test Details
DIME Sample ID: 2020-06-12-19
DIME Test ID: 2020-06-12-19-5
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: 2020-07-08
Test Results

Input Type: Calculated
Tester's full name: A. Uribe
Date of test: 06/08/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 311 psi
Average Wet Tensile Strength: 251 psi
Tensile Strength Ratio:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/08/2020