DIME - Test Summary

Summary for Test 2021-10-28-48-4

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215236 DEA: 081C6804 EFIS: 0812000343
DIST-CO-RTE-PM	08-RIV-74,79and371-Varies
Award Date	12/29/2020
Closeout Date	Not set
Work Description	REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location Description	RIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 03/02/2021)

Sample Taken Date	10/28/2021	Sample Unique Key	48
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	10/29/2021
Sample type	Quality Control	A brief description of the sample	1", 3/8", sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Zach	Last name of sampler or witnessed by	Flores
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex Perris	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-36-0040
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	wheelbarrow
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	1610974	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-10-28-48

DIME Test ID: 2021-10-28-48-4

Testing Lab: Sequoia Consultants

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

Test Release Date: 2022-07-14

Number of tests: 2

Input Type: Calculated

Tester's full name: Jesse Uranga

Date of test: 10/29/2021

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 5.1

Sand reading (test 1): 4

Clay reading (test 2): 5.1

Sand reading (test 2): 4.1

Sand equivalent (test 1): 79

Sand equivalent (test 2): 81

Sand equivalent before temperature correction: 90

Sand equivalent after temperature correction: 90

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

Test was verified on 7/14/2022 ✔