Summary for Test 2021-04-01-38-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Award Date01/02/2020
Closeout DateNot set
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date04/01/2021 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 testing04/01/2021
Sample typeVerification A brief description of the sample3/4" HMA - A w/15% RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed by Brad McKeehan (WITNESS)
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationJMF21-020C Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) NumberC706329
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-04-01-38
DIME Test ID: 2021-04-01-38-5
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2021-06-09

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/12/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 148 psi
Average Wet Tensile Strength: 127 psi
Tensile Strength Ratio: 0.86
General comments (publicly viewable) (Max 1000 characters): JMF21-020C.

Test was verified on 6/9/2021