Summary for Test 2018-05-15-36-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Award Date12/18/2017
Closeout Date08/07/2019
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
QA Service Level1 (Verified on 05/24/2018)

Sample Information

Sample Taken Date05/15/2018 Sample Unique Key36
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 testing05/15/2018
Sample typeVerification A brief description of the sample3/4-inch RHMA-G, PG 64-16 CR
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMichael Last name of sampler or witnessed byAllegretto
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationD77389 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number847540
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-08-S1 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-05-15-36
DIME Test ID: 2018-05-15-36-5
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: 2018-08-06

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/07/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 115 psi
Average Wet Tensile Strength: 105 psi
Tensile Strength Ratio: 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/6/2018