Summary for Test 2019-05-13-17-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214175
DEA: 030H4804
EFIS: 0315000198
DIST-CO-RTE-PM03-SAC-99-0.1/1.6,11.8/21.6
Award Date08/20/2019
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
QA Service Level1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date05/13/2019 Sample Unique Key17
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/14/2020
Sample typeVerification A brief description of the sample3/4" HMA - A
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Last name of sampler or witnessed byKort (WITNESS)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF20-013 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 TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number JMF Verification ID JMF3513-2021-5

Test Details

DIME Sample ID: 2019-05-13-17
DIME Test ID: 2019-05-13-17-5
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: 2021-01-21

Test Results


Input Type: Calculated
Tester's full name: D-10 Lab Personnel
Date of test: 05/23/2019
Specimen Treatment: Untreated
Average Dry Tensile Strength: 171 psi
Average Wet Tensile Strength: 170 psi
Tensile Strength Ratio:99
General comments (publicly viewable) (Max 1000 characters): Test date is an estimate based on a completed CEM-3513 form from D-10.

Test was verified on 1/21/2021