Summary for Test 2018-09-22-8-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213134
DEA: 024F77U4
EFIS: 0217000022
DIST-CO-RTE-PM02-MOD-299-23.1/23.6, 24.5/33.5
Award Date05/08/2018
Closeout Date09/02/2020
Work DescriptionBRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA
Location DescriptionMODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75
QA Service Level1 (Verified on 04/02/2018)

Sample Information

Sample Taken Date09/22/2018 Sample Unique Key8
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 testing09/22/2018
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (PG 64-28 M) with ZycoTherm
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationD77656 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHat Creek - Shaw Pit Facility Transportation Laboratory (TL) Number852917
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-18-S3 Structure unique identifierNot set
Structure nameNot set

Material Information

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

Test Details

DIME Sample ID: 2018-09-22-8
DIME Test ID: 2018-09-22-8-5
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: 2018-10-10

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 09/28/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 175 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio: 85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2018