Test 2019-03-13-16-5 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date3/13/2019 Sample Unique Key16
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 testing3/27/2019
Sample typeVerification A brief description of the sampleBags of Aggregate
The quantity of what the sample constitutes4 bags From where was the sample collectedOther
First name of sampler or witnessed byBrent Last name of sampler or witnessed byBarber
Title of samplerField Inspector Laboratory sample identification19-J-015
The fabricator/manufacturer/facility namePapich Paso Robles Transportation Laboratory (TL) NumberD5
Inspector Lot Number from the Transportation Laboratory (TL) FormN/A Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-10-0006::AVENAL AGGREGATES
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 collectedHot Drop at the Plant
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 JMF3513-2019-54
Test Details
DIME Sample ID: 2019-03-13-16
DIME Test ID: 2019-03-13-16-5
Testing Lab: CT D05 - 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: 2019-04-22
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: Daniel Gingras
Date of test: 04/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles:99 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/22/2019