DIME - Test Summary

Summary for Test 2023-05-10-70-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196
DIST-CO-RTE-PM	08-RIV-10-6.7/R25.1
Award Date	11/26/2019
Closeout Date	11/01/2023
Work Description	Remove concrete pavement and base, and place HMA and JPCP
Location Description	ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level	1 (Verified on 01/09/2020)

Sample Taken Date	05/10/2023	Sample Unique Key	70
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	05/14/2023
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	Fabricator
First name of sampler or witnessed by	J	Last name of sampler or witnessed by	Byington
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Hi Grade	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)	91-33-0030
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	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: 2023-05-10-70

DIME Test ID: 2023-05-10-70-2

Testing Lab: Sequoia Consultants

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

Test Release Date: 2023-06-14

Number of tests: 2

Input Type: Calculated

Tester's full name: Jeff Lopez

Date of test: 05/10/2023

Temperature correction: 0

Temperature of solution: 77

Clay reading (test 1): 5.2

Sand reading (test 1): 4.1

Clay reading (test 2): 5.3

Sand reading (test 2): 4.3

Sand equivalent (test 1): 79

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 6/14/2023 ✔