Summary for Test 2020-03-26-24-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214251
DEA: 030H5304
EFIS: 0315000203
DIST-CO-RTE-PM03-SAC-80-15.0/17.2
Award Date09/27/2019
Closeout Date12/07/2021
Work DescriptionREPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING
QA Service Level1 (Verified on 07/22/2019)

Sample Information

Sample Taken Date03/26/2020 Sample Unique Key24
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 testing03/26/2020
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 byWalt Last name of sampler or witnessed byWylie
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) NumberC741826
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 JMF3513-2020-183

Test Details

DIME Sample ID: 2020-03-26-24
DIME Test ID: 2020-03-26-24-6
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: 2020-08-21

Test Results


Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 03/26/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 174 psi
Average Wet Tensile Strength: 140 psi
Tensile Strength Ratio:80.5
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/21/2020