Summary for Test 2022-12-20-45-2

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date12/20/2022 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing12/22/2022 Sample typeDepartment Acceptance
A brief description of the sampleCoarse and fine aggregate The quantity of what the sample constitutesThree Bags
From where was the sample collectedFabricator First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of sampler
Telephone number of sampler2137937180 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHolliday Upland
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)91-36-0006
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 number3F36L001 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-20-45
DIME Test ID: 2022-12-20-45-2
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-01-26

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Measured
Tester's full name: Baher Fakhoury
Date of test: 12/27/2022
Top sediment column reading (11/2 in. x 3/4 in.): 0.5 in
Top sediment column reading (1 in. x No. 4): 0.5 in
Cleanness value (11/2 in. x 3/4 in.): 86.1
Cleanness value (1 in. x No. 4): 86.1
Cleanness value (11/2 in. maximum aggregate mix): 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/26/2023 ✔