DIME - Test Summary

Summary for Test 2023-04-18-6-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783
DIST-CO-RTE-PM	06-KER-184,223-L0.0/L0.3,R15.7/R16.3
Award Date	01/25/2022
Closeout Date	04/08/2024
Work Description	CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS.
Location Description	KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184
QA Service Level	1 (Verified on 11/15/2021)

Sample Taken Date	04/18/2023	Sample Unique Key	6
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	04/18/2023
Sample type	Department Acceptance	A brief description of the sample	100% RAP for Shoulder Backing
The quantity of what the sample constitutes	1 bag of shoulder Backing	From where was the sample collected	Job Site
First name of sampler or witnessed by	Steven	Last name of sampler or witnessed by	Armstrong
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	recycle yard white lane	Transportation Laboratory (TL) Number
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
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	Job Site Windrow
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-04-18-6

DIME Test ID: 2023-04-18-6-2

Testing Lab: CT D06 - Bakersfield Field Laboratory

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

Test Release Date: 2023-04-18

Number of tests: 2

Input Type: Measured

Tester's full name: Kulwinder Rai

Date of test: 04/18/2023

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 11

Sand reading (test 1): 3.2

Clay reading (test 2): 11.8

Sand reading (test 2): 3.4

Sand equivalent (test 1): 30

Sand equivalent (test 2): 29

Sand equivalent before temperature correction: 30

Sand equivalent after temperature correction: 30

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

Test was verified on 4/18/2023 ✔