Summary for Test 2024-02-26-15-4

Test performed: CTM 227-December 2014

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 Date02/26/2024 Sample Unique Key15
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 testing02/26/2024
Sample typeAggregate Prequalification Program A brief description of the sample3/8" Pea Gravel
The quantity of what the sample constitutes100 lbs From where was the sample collectedManufacturer
First name of sampler or witnessed byRon Last name of sampler or witnessed byNovak
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCEMEX Eliot Aggregates Quarry 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)91-01-0009
The fabricator's/manufacturer's product name for the sample3/8" Pea Gravel 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 Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-02-26-15
DIME Test ID: 2024-02-26-15-4
Testing Lab: CEMEX - NorCal Aggregates
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2024-05-22

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: M. Paulson / Kleinfelder Technician
Date of test: 02/12/2024
Cleanness value (11/2 in. maximum aggregate mix): 94
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
00133334.002A__24-HAY-00419_Aggregatepdf247.69 KB05/22/20242024-02-26-15-4   Info

Test was verified on 5/22/2024