Test 2020-05-20-37-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date5/20/2020 Sample Unique Key37
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 testing5/21/2020
Sample typeAggregate Prequalification Program A brief description of the sample3/4" HMA
The quantity of what the sample constitutes4 Buckets From where was the sample collectedSource
First name of sampler or witnessed byPlant Last name of sampler or witnessed byTechnician
Title of sampler Laboratory sample identification20-0096
The fabricator/manufacturer/facility nameGraniterock - AR Wilson Quarry Transportation Laboratory (TL) Number
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)91-35-0012
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 collectedStockpile
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 HMA Design ID
Test Details
DIME Sample ID: 2020-05-20-37
DIME Test ID: 2020-05-20-37-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-07-01
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: Ryan Kester
Date of test: 06/30/2020
Mass of fractured, coarse, 2 faced particles tested: 1016.4 g
Mass of questionable, coarse, 2 faced particles tested: 15.6 g
Mass of unfractured, coarse, 2 faced particles tested: 7.8 g
Mass of fractured, coarse, 1 faced particles tested: 1035.9 g
Mass of questionable, coarse, 1 faced particles tested: 1.1 g
Mass of unfractured, coarse, 1 faced particles tested: 2.7 g
Mass of fractured, fine, 1 faced particles tested: 31 g
Mass of questionable, fine, 1 faced particles tested: 0.3 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 2 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 1 %
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 07/01/2020