DIME - Test Summary

Summary for Test 2022-06-02-44-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215456 DEA: 07293604 EFIS: 0713000238
DIST-CO-RTE-PM	07-LA-405-14.3/15.8
Award Date	05/26/2021
Closeout Date	07/03/2025
Work Description	CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS.
Location Description	LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET
QA Service Level	1 (Verified on 07/07/2021)

Sample Taken Date	06/02/2022	Sample Unique Key	44
Date that the sample was received by the laboratory/organization performing the testing	06/03/2022	Sample type	Department 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 Inglewood
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)	91-56-0014
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	Ground Pile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number	1612109	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-02-44

DIME Test ID: 2022-06-02-44-2

Testing Lab: CT D07 - Plant Services, Unit 1841

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

Test Release Date: 2022-07-01

Number of tests: 3

Input Type: Measured

Tester's full name: Baher Fakhoury

Date of test: 06/14/2022

Temperature correction: 0

Temperature of solution: 74

Clay reading (test 1): 4.6

Sand reading (test 1): 4.1

Clay reading (test 2): 4.4

Sand reading (test 2): 4.2

Clay reading (test 3): 4.6

Sand reading (test 3): 4.2

Sand equivalent (test 1): 90

Sand equivalent (test 2): 96

Sand equivalent (test 3): 92

Sand equivalent before temperature correction: 93

Sand equivalent after temperature correction: 93

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Test was verified on 7/1/2022 ✔