Summary for Test 2023-08-08-51-4

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 Date08/08/2023 Sample Unique Key51
Date that the sample was received by the laboratory/organization performing the testing08/08/2023 Sample typeAggregate Prequalification Program
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes6_5 gallon buckets
From where was the sample collectedSource First name of sampler or witnessed bySteven
Last name of sampler or witnessed byDerpich Title of samplerQC Operations Supervisor
Telephone number of sampler8317502936 Laboratory sample identification1883701669
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Handley Ranch Quarry
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-27-0028
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number100333 A detailed description of where the material sample was collectedStockpile at the Plant
Where the material sample would have been placed if not sampledStockpile at the Plant Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-08-51
DIME Test ID: 2023-08-08-51-4
Testing Lab: Granite Construction Company - Coastal
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2023-09-29

Test Results


How many revolutions are required?: Both Tests
Input Type: Calculated
Tester's full name: Steve Derpich
Date of test: 08/17/2023
Grading: B
Percent wear (100 Rev Test): 10 %
Percent wear (500 Rev Test): 41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/29/2023