Summary for Test 2023-03-30-36-4

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
DIST-CO-RTE-PM06-FRE-5-44.4-45.4
Award Date05/27/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location DescriptionIN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date03/30/2023 Sample Unique Key36
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 testing03/31/2023
Sample typeQuality Assurance A brief description of the sampleconcrete aggregates
The quantity of what the sample constitutes300 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDon Chaplin 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)Granite Aromas
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberG67534SA Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-30-36
DIME Test ID: 2023-03-30-36-4
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-04-04

Test Results


Describe the gradation of the aggregate or the test method:: All aggregate is the same size
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/03/2023
Top sediment column reading (single primary size): 0.7 in
Cleanness value (single primary size): 81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/4/2023