Summary for Test 2023-01-13-24-3

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 Date01/13/2023 Sample Unique Key24
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 testing01/13/2023
Sample typeAggregate Prequalification Program A brief description of the sample3/8 Pea Gravel
The quantity of what the sample constitutesFour bags From where was the sample collectedSource
First name of sampler or witnessed byJavier Last name of sampler or witnessed byMacias
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company Tracy Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-39-0002
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-01-13-24
DIME Test ID: 2023-01-13-24-3
Testing Lab: CT D10 - District 10 Materials Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2023-04-19

Test Results


How many revolutions are required?: Both Tests
Input Type: Calculated
Tester's full name: Javier Macias
Date of test: 01/13/2023
Grading: C
Percent wear (100 Rev Test): 5 %
Percent wear (500 Rev Test): 24 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023