Test 2013-09-13-8001675-3 (CTM 211-May 2010) Summary

Project Information
Project IdentifiersProject ID: 3770
DEA: 07117074
EFIS: 0700000083
DIST-CO-RTE-PM07-LA-10-50.2/53.4
Work DescriptionConstruct HOV Lanes, Retaining Walls And Sound Walls
Location DescriptionNot set
Sample Information
Sample Taken Date9/13/2013 Sample Unique Key8001675
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 testing9/13/2013
Sample typeAnnual Source Testing A brief description of the sample1 Inch Rock
The quantity of what the sample constitutes5 Bags From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identification3236B
The fabricator/manufacturer/facility nameRobertsons Rialto 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)SMARA No. 91-36-0146
The fabricator's/manufacturer's product name for the sample1 Inch Rock The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-09-13-8001675
DIME Test ID: 2013-09-13-8001675-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2014-11-19
Test Results

How many revolutions are required?: 500 Revolution Test
Input Type: Calculated
Tester's full name: Farzin Farah
Date of test: 09/17/2013
Grading: A
Percent wear:28 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 11/19/2014