Test 2019-04-05-19-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date4/5/2019 Sample Unique Key19
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 testing4/10/2019
Sample typeVerification A brief description of the sampleUntreated 3/4" Virgin Aggregate
The quantity of what the sample constitutesAggregate for JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byNeale Last name of sampler or witnessed byB
Title of samplerNA Laboratory sample identification19-J-003
The fabricator/manufacturer/facility nameGranite, Arvin Transportation Laboratory (TL) NumberC772606
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure nameNA
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-15-0024::ARVIN PIT
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 collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2019-88
Test Details
DIME Sample ID: 2019-04-05-19
DIME Test ID: 2019-04-05-19-1
Testing Lab: CT HQ - Hot Mix Asphalt 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: 2019-12-16
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
Mass of fractured, coarse, 2 faced particles tested: 606.8 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 12.8 g
Mass of fractured, coarse, 1 faced particles tested: 606.8 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 100.9 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/16/2019