Test 2019-04-01-52-1 (AASHTO T335-09r13) Summary

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.
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 Date4/1/2019 Sample Unique Key52
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 testing4/2/2019
Sample typeVerification A brief description of the sample1/2" virgin aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byBarrett Last name of sampler or witnessed byFelder
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGriffith, Edmonston Transportation Laboratory (TL) NumberC929876
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)04-03447
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSource
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2019-90
Test Details
DIME Sample ID: 2019-04-01-52
DIME Test ID: 2019-04-01-52-1
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: 2019-12-30
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: 04/02/2019
Mass of fractured, coarse, 2 faced particles tested: 1800 g
Mass of questionable, coarse, 2 faced particles tested: 3 g
Mass of unfractured, coarse, 2 faced particles tested: 102 g
Mass of fractured, coarse, 1 faced particles tested: 1855 g
Mass of questionable, coarse, 1 faced particles tested: 5 g
Mass of unfractured, coarse, 1 faced particles tested: 45 g
Mass of fractured, fine, 1 faced particles tested: 100 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: 95 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2019

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.