Test 2020-11-19-10-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date11/19/2020 Sample Unique Key10
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 testing2/8/2021
Sample typeVerification A brief description of the sample3/4" HMA - A w/RAP (Long Life, Int)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Buscheck (WITNESS) Last name of sampler or witnessed byJ. Buscheck (WITNESS)
Title of samplerGranite Personnel Laboratory sample identificationJMF21-006
The fabricator/manufacturer/facility nameGranite Construction Company -- Bradshaw Plant Transportation Laboratory (TL) NumberUnknown
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 number
Sublot number JMF Verification ID JMF3513-2021-44
Test Details
DIME Sample ID: 2020-11-19-10
DIME Test ID: 2020-11-19-10-5
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: 2021-04-14
Test Results

Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/06/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 151 psi
Average Wet Tensile Strength: 119 psi
Tensile Strength Ratio:0.79
General comments (publicly viewable) (Max 1000 characters): JMF21-006.

Test was verified on 04/14/2021