Summary for Test 2020-08-13-23-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Award Date05/04/2020
Closeout DateNot set
Work DescriptionCONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
QA Service Level1 (Verified on 03/18/2020)

Sample Information

Sample Taken Date08/13/2020 Sample Unique Key23
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 testing08/14/2020
Sample typeVerification A brief description of the sample3/4 inch HMA - A
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMike Last name of sampler or witnessed byO'Halloran (WITNESS)
Title of samplerTeichert Personnel Telephone number of sampler
Laboratory sample identificationJMF20-035 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Aggregates - Grantline Plant Transportation Laboratory (TL) Numberc765906
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: 2020-08-13-23
DIME Test ID: 2020-08-13-23-5
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: 2020-12-30

Test Results


Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 08/26/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 177 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio: 84
General comments (publicly viewable) (Max 1000 characters): JMF20-035. Test date estimated.

Test was verified on 12/30/2020