Test 2019-10-25-21-2 (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 Date10/25/2019 Sample Unique Key21
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 testing11/1/2019
Sample typeVerification A brief description of the sample3/4" Combined Aggregate
The quantity of what the sample constitutesJMF Prequalification From where was the sample collectedManufacturer
First name of sampler or witnessed byCody Last name of sampler or witnessed byBrown
Title of sampler Laboratory sample identification19-263
The fabricator/manufacturer/facility nameSyar Indunsties Lake Herman Batch Transportation Laboratory (TL) Number911405
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)91-48-0002::LAKE HERMAN QUARRY
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 collectedBatch Plant Hot Bins
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 JMF3513-2019-83
Test Details
DIME Sample ID: 2019-10-25-21
DIME Test ID: 2019-10-25-21-2
Testing Lab: CT D01 - 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: 2019-12-04
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 12/04/2019
Percentage of fractured, coarse, 2 faced particles tested:100 %
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 12/04/2019