DIME - Test Summary

Summary for Test 2025-03-07-19-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 994962 DEA: 07357304 EFIS: 0719000062
DIST-CO-RTE-PM	07-LA-5-6.6/13.1
Award Date	04/27/2023
Closeout Date	05/29/2026
Work Description	REPLACE CONCRETE SLABS AND MEDIAN BARRIER,
Location Description	LOS ANGELES COUNTY IN SANTA FE SPRINGS, DOWNEY AND CITY OF COMMERCE FROM 0.2 MILE SOUTH OF ROUTE 5/605 SEPARATION TO 0.1 MILE NORT
QA Service Level	1 (Verified on 07/13/2023)

Sample Taken Date	03/07/2025	Sample Unique Key	19
Date that the sample was received by the laboratory/organization performing the testing	03/10/2025	Sample type	Acceptance
A brief description of the sample	Coarse and fine aggregate	The quantity of what the sample constitutes	Three Bags
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Baher
Last name of sampler or witnessed by	Fakhoury	Title of sampler
Telephone number of sampler	2137937180	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Cemex LA
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-35-0040
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 collected	Conveyor Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number	1606916	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-03-07-19

DIME Test ID: 2025-03-07-19-2

Testing Lab: CT D07 - Plant Services, Unit 1841

Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent

Test Release Date: 2025-04-03

Number of tests: 2

Input Type: Measured

Tester's full name: Baher Fakhoury

Date of test: 03/10/2025

Temperature correction: 0

Temperature of solution: 74

Clay reading (test 1): 4.5

Sand reading (test 1): 3.5

Clay reading (test 2): 4.3

Sand reading (test 2): 3.2

Sand equivalent (test 1): 78

Sand equivalent (test 2): 75

Sand equivalent before temperature correction: 77

Sand equivalent after temperature correction: 77

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Test was verified on 4/3/2025 ✔