Summary for Test 2023-04-11-4-1

Test performed: CTM 202-November 2011

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 Date04/11/2023 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/11/2023
Sample typeAggregate Prequalification Program A brief description of the sample1.5in Aggregate
The quantity of what the sample constitutes5000 tons From where was the sample collectedSource
First name of sampler or witnessed byAustin Last name of sampler or witnessed byHill
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Lucerne Valley 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)91-36-0116
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 collectedquarry shipping belt
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 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-11-4
DIME Test ID: 2023-04-11-4-1
Testing Lab: Robertson's - Corona
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-26

Test Results


What size aggregate is being tested?: 1.5 in. x 0.75 in. - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Austin Hill
Date of test: 06/16/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 98 %
Cumulative percent passing the 1 in. sieve: 27 %
Cumulative percent passing the 3/4 in. sieve: 5 %
Cumulative percent passing the 1/2 in. sieve: 2 %
Cumulative percent passing the 3/8 in. sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/26/2023