Summary for Test 2020-06-18-48-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214797
DEA: 031G2504
EFIS: 0318000107
DIST-CO-RTE-PM03-ED-193-19.3/R24.7
Award Date05/19/2020
Closeout Date03/16/2021
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA-G OVERLAY, & REPLACE GUARDRAIL.
Location DescriptionEL DORADO COUNTY NEAR PLACERVILLE FROM 0.1 MILE NORTH OF GARDEN VALLEY ROAD TO SOUTH FORK AMERICAN RIVER BRIDGE
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date06/18/2020 Sample Unique Key48
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 testing06/19/2020
Sample typeVerification A brief description of the sample1/2 inch RHMA-G
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byGRI Personnel Last name of sampler or witnessed byGRI Personnel
Title of samplerGRI Personnel Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant 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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-18-48
DIME Test ID: 2020-06-18-48-5
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: 2020-11-06

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 07/21/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 142 psi
Average Wet Tensile Strength: 118 psi
Tensile Strength Ratio: 83
General comments (publicly viewable) (Max 1000 characters): JMF20-012B

Test was verified on 11/6/2020