Test 2020-04-15-42-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214642
DEA: 031G6704
EFIS: 0319000117
DIST-CO-RTE-PM03---
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA-G OVERLAY.
Location DescriptionGLENN COUNTY NEAR WILLOWS FROM 2.3 MILES EAST OF NYE CREEK BRIDGE TO 0.2 MILE WEST OF ROUTE 162/5 SEPARATION
Sample Information
Sample Taken Date4/15/2020 Sample Unique Key42
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 testing4/16/2020
Sample typeVerification A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMckeehan (WITNESS)
Title of samplerKnife River Construction personnel Laboratory sample identificationJMF20-016
The fabricator/manufacturer/facility nameKRC Orland Drum Plant Transportation Laboratory (TL) NumberC779099
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number JMF Verification ID JMF3513-2020-233
Test Details
DIME Sample ID: 2020-04-15-42
DIME Test ID: 2020-04-15-42-5
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: 2021-01-11
Test Results

Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/05/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 147 psi
Average Wet Tensile Strength: 118 psi
Tensile Strength Ratio:86
General comments (publicly viewable) (Max 1000 characters): JMF20-016. Test date estimated.

Test was verified on 01/11/2021