Test 2020-04-23-19-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214591
DEA: 051M2704
EFIS: 0519000089
DIST-CO-RTE-PM05-SB-150-0.0/2.2
Work DescriptionRHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE
Sample Information
Sample Taken Date4/23/2020 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 testing5/7/2020
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 byMark Last name of sampler or witnessed byBennet
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Saticoy 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 JMF3513-2020-132
Test Details
DIME Sample ID: 2020-04-23-19
DIME Test ID: 2020-04-23-19-5
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: 2020-05-22
Test Results

Input Type: Calculated
Tester's full name: QC
Date of test: 05/07/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 189 psi
Average Wet Tensile Strength: 146 psi
Tensile Strength Ratio:77.2
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/22/2020