Test 2021-04-19-32-7 (CTM 211-May 2010) Summary

Project Information
Project IdentifiersProject ID: 215302
DEA: 120M82U4
EFIS: 1219000036
DIST-CO-RTE-PM12-ORA-1-7.9/10.5
Work DescriptionPLACE RHMA-G AND MINOR CONCRETE AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionORANGE COUNTY IN LAGUNA BEACH FROM LEDROIT STREET TO RUBY STREET
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key32
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 testing4/21/2021
Sample typeAnnual Source Testing A brief description of the sample1.5" PCC Aggregate
The quantity of what the sample constitutes10 Bags From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byHindman
Title of samplerQC Technician Laboratory sample identification
The fabricator/manufacturer/facility nameRobertsons - Corona Transportation Laboratory (TL) Number3853
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)91-33-0061
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-04-19-32
DIME Test ID: 2021-04-19-32-7
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: 2021-05-12
Test Results

How many revolutions are required?: 500 Revolution Test
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/29/2021
Grading: A
Percent wear:18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/12/2021