Summary for Test 2019-09-09-19-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214236
DEA: 024H3804
EFIS: 0218000112
MINOR: 02A1831
DIST-CO-RTE-PM02-PLU-36-6.6/6.6001
Award DateNot set
Closeout Date12/23/2020
Work DescriptionChester MS Infiltration Trench Project
Location DescriptionStorm Water Improvements in Plumas County about 1.9 miles West of Chester at the Chester Maintenance Station.
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date09/09/2019 Sample Unique Key19
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 testing09/10/2019
Sample typeVerification A brief description of the samplePlant Mixed 3/4-inch Type A (PG 64-28 M)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byNixa
Title of sampler Telephone number of sampler
Laboratory sample identificationD78164 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Cascade Aggregate and Asphalt Products Transportation Laboratory (TL) Number847545
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-09-09-19
DIME Test ID: 2019-09-09-19-5
Testing Lab: CT D02 - Redding 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: 2019-12-18

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 09/10/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 193 psi
Average Wet Tensile Strength: 164 psi
Tensile Strength Ratio: 85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/18/2019