Summary for Test 2021-03-05-21-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214492
DEA: 033F5404
EFIS: 0313000136
DIST-CO-RTE-PM03-SAC-99,160-4.5/5.7,R44.5
Award Date01/24/2020
Closeout Date07/28/2022
Work DescriptionFURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location DescriptionSACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date03/05/2021 Sample Unique Key21
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 testing03/08/2021
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 bySam Mossallem (Witness) Last name of sampler or witnessed byTeichert Personnel (SAMPLER)
Title of samplerTeichert Personnel Telephone number of samplerUnknown
Laboratory sample identificationJMF21-009 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins - Continuous Plant Dreyer Drum Transportation Laboratory (TL) NumberC 849135
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-05-21
DIME Test ID: 2021-03-05-21-5
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: 2021-04-19

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/01/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 145 psi
Average Wet Tensile Strength: 98 psi
Tensile Strength Ratio: 0.68
General comments (publicly viewable) (Max 1000 characters): JMF21-009.

Test was verified on 4/19/2021