DIME - Test Summary

Summary for Test 2023-11-02-69-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 994780 DEA: 070W3304 EFIS: 0721000265
DIST-CO-RTE-PM	07-LA-10-19.5/29.5
Award Date	03/13/2023
Closeout Date	03/14/2025
Work Description	LOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location Description	DIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level	1 (Verified on 06/07/2023)

Sample Taken Date	11/02/2023	Sample Unique Key	69
Date that the sample was received by the laboratory/organization performing the testing	11/07/2023	Sample type	Department Acceptance
A brief description of the sample	Fine Aggregate	The quantity of what the sample constitutes	One Bag
From where was the sample collected	Job Site	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	8555 Hellman Ave, Rosemead
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)	91-19-0052
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		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-11-02-69

DIME Test ID: 2023-11-02-69-2

Testing Lab: CT D07 - Plant Services, Unit 1841

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

Test Release Date: 2023-12-29

Number of tests: 2

Input Type: Measured

Tester's full name: Baher Fakhoury

Date of test: 12/22/2023

Temperature correction: 0

Temperature of solution: 73

Clay reading (test 1): 5.3

Sand reading (test 1): 3.3

Clay reading (test 2): 5.3

Sand reading (test 2): 3.3

Sand equivalent (test 1): 63

Sand equivalent (test 2): 63

Sand equivalent before temperature correction: 63

Sand equivalent after temperature correction: 63

General comments (publicly viewable) (Max 1000 characters): Operating Range equal or greater than 60

Test was verified on 12/29/2023 ✔