DIME - Test Summary

Summary for Test 2025-10-13-34-4

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 1000575 DEA: 11430904 EFIS: 1119000199
DIST-CO-RTE-PM	11-SD-5,805-Var
Award Date	02/12/2025
Closeout Date	Not set
Work Description	RESURFACE BRIDGE, REPLACE BRIDGE BARRIER, MGS, AND MODIFY ELECT.
Location Description	SAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 04/04/2025)

Sample Taken Date	10/13/2025	Sample Unique Key	34
Date that the sample was received by the laboratory/organization performing the testing	10/14/2025	Sample type	Quality Assurance
A brief description of the sample	Concrete Aggregates	The quantity of what the sample constitutes	3 Bags
From where was the sample collected	Source	First name of sampler or witnessed by	Gerardo
Last name of sampler or witnessed by	Cordero	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Cemex Escondido
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)	N/A
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	1 inch
The concrete mix design number	RRM20135	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-10-13-34

DIME Test ID: 2025-10-13-34-4

Testing Lab: CT D11 - District 11 Materials Laboratory

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

Test Release Date: 2025-12-02

Number of tests: 3

Input Type: Measured

Tester's full name: Shawn Rivers

Date of test: 11/20/2025

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 4.8

Sand reading (test 1): 3.9

Clay reading (test 2): 4.6

Sand reading (test 2): 3.9

Clay reading (test 3): 4.9

Sand reading (test 3): 4

Sand equivalent (test 1): 82

Sand equivalent (test 2): 85

Sand equivalent (test 3): 82

Sand equivalent before temperature correction: 83

Sand equivalent after temperature correction: 83

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

Test was verified on 12/2/2025 ✔