Summary for Test 2020-07-23-34-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214805
DEA: 044Q1604
EFIS: 0419000353
DIST-CO-RTE-PM04-CC-4-R32.7/R34.0
Award Date05/04/2020
Closeout Date09/25/2020
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE
QA Service Level1 (Verified on 05/19/2020)

Sample Information

Sample Taken Date07/23/2020 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sample3/4 RHMA-G
The quantity of what the sample constitutes25 Boxes-Hot Mix Asphalt From where was the sample collectedSource
First name of sampler or witnessed byCTInspectorIArechiga Last name of sampler or witnessed byCTInspectorIArechiga
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2020-07-23-34
DIME Test ID: 2020-07-23-34-6
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-05

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Reza Deneli
Date of test: 08/03/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 121 psi
Average Wet Tensile Strength: 100 psi
Tensile Strength Ratio: 0.83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/5/2020