DIME - Test Summary

Summary for Test 2023-10-17-87-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
DIST-CO-RTE-PM	05-SB-101-4.4/R7.7
Award Date	06/05/2021
Closeout Date	Not set
Work Description	Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description	101 freeway in Summerland, CA
QA Service Level	1 (Verified on 05/06/2021)

Sample Taken Date	10/17/2023	Sample Unique Key	87
Date that the sample was received by the laboratory/organization performing the testing	10/17/2023	Sample type	Quality Control
A brief description of the sample	1x4 concrete aggregates	The quantity of what the sample constitutes	1 per batch
From where was the sample collected	Supplier	First name of sampler or witnessed by	Jose
Last name of sampler or witnessed by	Tellez	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Cemex- Santa Barbara
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)	91-19-0035
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	stockpile or belt cut
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: 2023-10-17-87

DIME Test ID: 2023-10-17-87-2

Testing Lab: Sequoia Consultants

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

Test Release Date: 2023-12-15

Number of tests: 2

Input Type: Calculated

Tester's full name: Eddie Mendez

Date of test: 10/24/2023

Temperature correction: 0

Temperature of solution: 77

Clay reading (test 1): 5.3

Sand reading (test 1): 4.2

Clay reading (test 2): 4.8

Sand reading (test 2): 3.9

Sand equivalent (test 1): 80

Sand equivalent (test 2): 82

Sand equivalent before temperature correction: 81

Sand equivalent after temperature correction: 81

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

Test was verified on 12/15/2023 ✔