Summary for Test 2018-05-13-5-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212574
DEA: 02368414
EFIS: 0215000066
DIST-CO-RTE-PM02-SHA-44-R4.6/R6.4
Award Date10/13/2017
Closeout Date11/24/2021
Work DescriptionCONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA
Location DescriptionSHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/28/2017)

Sample Information

Sample Taken Date05/13/2018 Sample Unique Key5
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 testing05/14/2018
Sample typeVerification A brief description of the sample1/2-inch Type A HMA, PG 64-16
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byOrtiz
Title of samplerTester Telephone number of samplerUnknown
Laboratory sample identificationD77367 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number896273
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-05-13-5
DIME Test ID: 2018-05-13-5-5
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: 2018-07-16

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: McCormick and Cruz
Date of test: 05/24/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 176 psi
Average Wet Tensile Strength: 179 psi
Tensile Strength Ratio: 102
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2018