Summary for Test 2018-04-09-17-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212886
DEA: 023H1204
DIST-CO-RTE-PM02-TEH-5-R0.0/R22.4
Award Date01/03/2018
Closeout Date02/06/2019
Work DescriptionCOLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location DescriptionTEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date04/09/2018 Sample Unique Key17
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 testing04/10/2018
Sample typeVerification A brief description of the sample3/4-inch Type A HMA, PG 64-10
The quantity of what the sample constitutesJMF Renewal 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 identificationD77318 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number852097
Inspector Lot Number from the Transportation Laboratory (TL) Form1-5 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: 2018-04-09-17
DIME Test ID: 2018-04-09-17-5
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: 2018-07-13

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Hickey and McCormick
Date of test: 04/17/2018
Specimen Treatment: Treated
Average Dry Tensile Strength: 129 psi
Average Wet Tensile Strength: 127 psi
Tensile Strength Ratio: 99
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2018