DIME - Test Summary

Summary for Test 2023-02-09-65-1

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993318 DEA: 11423704 EFIS: 1116000059
DIST-CO-RTE-PM	11-SD-8-R31.8/R41.7
Award Date	04/01/2022
Closeout Date	04/08/2025
Work Description	PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description	SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
QA Service Level	1 (Verified on 10/27/2021)

Sample Taken Date	02/09/2023	Sample Unique Key	65
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	02/09/2023
Sample type	Quality Control	A brief description of the sample	structural concrete
The quantity of what the sample constitutes	1 per batch	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Brandon	Last name of sampler or witnessed by	Patterson
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Wemco Granite Batch Plant	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)	91-37-0035
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	Batch Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	G3-22-STRC-294	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-02-09-65

DIME Test ID: 2023-02-09-65-1

Testing Lab: Sequoia Consultants

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

Test Release Date: 2023-04-25

Number of tests: 2

Input Type: Calculated

Tester's full name: Larry Fukushima

Date of test: 02/10/2023

Temperature correction: 72

Temperature of solution: 72

Clay reading (test 1): 5.6

Sand reading (test 1): 4

Clay reading (test 2): 5.8

Sand reading (test 2): 4

Sand equivalent (test 1): 72

Sand equivalent (test 2): 69

Sand equivalent before temperature correction: 72

Sand equivalent after temperature correction: 69

General comments (publicly viewable) (Max 1000 characters): Avg 71

Test was verified on 4/25/2023 ✔