Summary for Test 2020-06-20-4-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214528
DEA: 024G5404
EFIS: 0214000024
DIST-CO-RTE-PM02-TEH-36-40.3/42.1
Award Date01/08/2020
Closeout Date09/15/2021
Work DescriptionPLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionTEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/20/2020 Sample Unique Key4
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 testing06/20/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (PG 64-16) 1.3 Lime, 15.0 RAP
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78494 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853463
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 Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-20-4
DIME Test ID: 2020-06-20-4-5
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: 2020-07-28

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: D. Valasek and T.McCormick
Date of test: 06/26/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 230 psi
Average Wet Tensile Strength: 211 psi
Tensile Strength Ratio: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/28/2020