Test 2017-12-15-4-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date12/15/2017 Sample Unique Key4
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 testing12/15/2017
Sample typeVerification A brief description of the sampleTEST
The quantity of what the sample constitutesTEST From where was the sample collectedOther
First name of sampler or witnessed byTEST Last name of sampler or witnessed byTEST
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameTEST Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)TEST
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedTEST
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2017-2
Test Details
DIME Sample ID: 2017-12-15-4
DIME Test ID: 2017-12-15-4-2
Testing Lab: CT QAM - Sacramento Field Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2017-12-22
Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/15/2017
Weighted average percentage of fractured, coarse, 2 faced particles:96 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/15/2017