DIME - Test Summary

Summary for Test 2023-08-29-31-2

Test performed: CTM 217-June 2011

Sample Taken Date	08/29/2023	Sample Unique Key	31
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	08/29/2023
Sample type	Department Acceptance	A brief description of the sample	WCS PCC Aggregate
The quantity of what the sample constitutes	1,600 CY	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Kevin	Last name of sampler or witnessed by	Hopkins
Title of sampler	Plant Inspector	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Ventura - Portable PCC	Transportation Laboratory (TL) Number	C082923C
Inspector Lot Number from the Transportation Laboratory (TL) Form	KH117Q	Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-56-0032
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	Granite Portable Jobsite Ventura	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	G3-21-PCC-351	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-08-29-31

DIME Test ID: 2023-08-29-31-2

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2023-09-01

Number of tests: 2

Input Type: Measured

Tester's full name: Kevin Hopkins

Date of test: 08/30/2023

Temperature correction: 0

Temperature of solution: 75

Clay reading (test 1): 45

Sand reading (test 1): 39

Clay reading (test 2): 47

Sand reading (test 2): 39

Sand equivalent (test 1): 87

Sand equivalent (test 2): 83

Sand equivalent before temperature correction: 85

Sand equivalent after temperature correction: 85

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

Test was verified on 9/1/2023 ✔