DIME - Test Summary

Summary for Test 2022-06-04-13-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 214671 DEA: 07303904 EFIS: 0714000044
DIST-CO-RTE-PM	07-LA-10-31.2/37.2
Award Date	11/25/2020
Closeout Date	10/11/2023
Work Description	LANE REPLACEMENT
Location Description	LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level	1 (Verified on 01/21/2021)

Sample Taken Date	06/04/2022	Sample Unique Key	13
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 testing	06/06/2022
Sample type	Quality Assurance	A brief description of the sample	LCB Aggregate
The quantity of what the sample constitutes	200 cy	From where was the sample collected	Source
First name of sampler or witnessed by	Avo	Last name of sampler or witnessed by	Karajian
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	SPC - I-10 Crusher, Ontario	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	SPC - I-10 Crusher, Ontario
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	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	G3-22-LRS-271R	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-04-13

DIME Test ID: 2022-06-04-13-2

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2022-06-16

Number of tests: 2

Input Type: Measured

Tester's full name: Avo Karajian

Date of test: 06/06/2022

Temperature correction: 0

Temperature of solution: 75

Clay reading (test 1): 7.6

Sand reading (test 1): 3.3

Clay reading (test 2): 7.6

Sand reading (test 2): 3.3

Sand equivalent (test 1): 44

Sand equivalent (test 2): 44

Sand equivalent before temperature correction: 44

Sand equivalent after temperature correction: 44

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/16/2022 ✔