DIME - Test Summary

Summary for Test 2023-08-29-46-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215314 DEA: 07333004 EFIS: 0716000298
DIST-CO-RTE-PM	07-LA-5,5-15.1/22.9
Award Date	10/20/2022
Closeout Date	Not set
Work Description	PROJECT PILOT 1
Location Description	LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
QA Service Level	1 (Verified on 07/12/2021)

Sample Taken Date	08/29/2023	Sample Unique Key	46
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	09/29/2023
Sample type	Acceptance	A brief description of the sample	Soil for structure backfill.
The quantity of what the sample constitutes	NA	From where was the sample collected	Job Site
First name of sampler or witnessed by	Michelangelo	Last name of sampler or witnessed by	Sese
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	23-413	Linked DIME Sample ID
The fabricator/manufacturer/facility name	NA	Transportation Laboratory (TL) Number	8232023
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	NA
The fabricator/manufacturer designation for the sample	NA	A detailed description of where the material sample was collected	Job site
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-08-29-46

DIME Test ID: 2023-08-29-46-2

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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

Test Release Date: 2023-09-01

Number of tests: 2

Input Type: Measured

Tester's full name: Chad Chotibhongs

Date of test: 09/01/2023

Temperature correction: 0

Temperature of solution: 75

Clay reading (test 1): 13.6

Sand reading (test 1): 6.9

Clay reading (test 2): 13.5

Sand reading (test 2): 7

Sand equivalent (test 1): 51

Sand equivalent (test 2): 52

Sand equivalent before temperature correction: 52

Sand equivalent after temperature correction: 52

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

Test was verified on 9/1/2023 ✔