Summary for Test 2019-05-07-17-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212562
DEA: 024G5504
EFIS: 0214000036
DIST-CO-RTE-PM02-SIS-5-2.7/R11.4
Award Date03/12/2018
Closeout Date10/05/2020
Work DescriptionRECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location DescriptionSISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
QA Service Level1 (Verified on 04/04/2018)

Sample Information

Sample Taken Date05/07/2019 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 testing05/07/2019
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byCarmichael
Title of sampler Telephone number of sampler
Laboratory sample identificationD77868 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number991034
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 Grading3/4 inch Lot number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-07-17
DIME Test ID: 2019-05-07-17-5
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: 2020-02-11

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/13/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 148 psi
Average Wet Tensile Strength: 147 psi
Tensile Strength Ratio: 99
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2020