DIME - Test Summary

Summary for Test 2022-08-18-95-1

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 211599 DEA: 07309404 EFIS: 0714000282
DIST-CO-RTE-PM	07-LA-5-R47.7/R47.9
Award Date	09/20/2016
Closeout Date	07/05/2017
Work Description	PLACE HIGH FRICTION SURFACE TREATMENT.
Location Description	LOS ANGELES COUNTY NEAR SANTA CLARITA AT GAVIN CANYON UNDERCROSSING
QA Service Level	1 (Verified on 07/29/2016)

Sample Taken Date	08/18/2022	Sample Unique Key	95
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	08/19/2022
Sample type	Department Acceptance	A brief description of the sample	LCB
The quantity of what the sample constitutes	100	From where was the sample collected	Supplier
First name of sampler or witnessed by	Luis	Last name of sampler or witnessed by	Acosta
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Flatiron Paxton	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)	LB Crushing: CMB / CL 2 BASE
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	belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2022-08-18-95

DIME Test ID: 2022-08-18-95-1

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2024-01-19

Number of tests: 3

Input Type: Calculated

Tester's full name: A Toledo

Date of test: 08/27/2022

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 9.6

Sand reading (test 1): 3.5

Clay reading (test 2): 10

Sand reading (test 2): 3.7

Clay reading (test 3): 10.5

Sand reading (test 3): 3.5

Sand equivalent (test 1): 37

Sand equivalent (test 2): 37

Sand equivalent (test 3): 34

Sand equivalent before temperature correction: 36

Sand equivalent after temperature correction: 36

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

Test was verified on 1/19/2024 ✔