Summary for Test 2021-04-05-29-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214764
DEA: 032H6404
EFIS: 0317000167
DIST-CO-RTE-PM03-SAC-12,160-0.4/0.9,L10.5/R0.2
Award Date05/20/2020
Closeout Date05/11/2022
Work DescriptionMODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION.
Location DescriptionSACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date04/05/2021 Sample Unique Key29
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 testing04/06/2021
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 byGeorge Reed Personnel (SAMPLER) Last name of sampler or witnessed by Moses Onejeme (WITNESS)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-011 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed Inc- Clements Batch Plant Transportation Laboratory (TL) NumberC123456
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: 2021-04-05-29
DIME Test ID: 2021-04-05-29-5
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: 2021-05-12

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/29/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 159 psi
Average Wet Tensile Strength: 130 psi
Tensile Strength Ratio: 0.82
General comments (publicly viewable) (Max 1000 characters): JMF21-011.

Test was verified on 5/12/2021