Summary for Test 2019-03-05-10-3

Test performed: CTM 211-May 2010

Project Information

Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/05/2019 Sample Unique Key10
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 testing03/05/2019
Sample typeAggregate Prequalification Program A brief description of the sample1/2" x No.4 Crushed Granite
The quantity of what the sample constitutesAnnual production From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byGreg Wilkinson
Title of samplerLab Manager Telephone number of sampler(831) 359-4935
Laboratory sample identification454301553 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAR Wilson Quarry Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-35-0012::A.R. WILSON 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 collectedProduction conveyor belt after wash
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2019-03-05-10
DIME Test ID: 2019-03-05-10-3
Testing Lab: Graniterock
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2019-03-20

Test Results


How many revolutions are required?: Both Tests
Input Type: Calculated
Tester's full name: Porfirio Ramirez
Date of test: 03/19/2019
Grading: C
Percent wear (100 Rev Test):9 %
Percent wear (500 Rev Test):34 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/20/2019