DIME - Test Summary

Summary for Test 2021-06-08-19-5

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215245 DEA: 021J4504 EFIS: 0220000080
DIST-CO-RTE-PM	02-SIS-89-14.0/19.0
Award Date	12/08/2020
Closeout Date	09/27/2021
Work Description	PLACE HMA (TYPE A).
Location Description	SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
QA Service Level	1 (Verified on 10/23/2020)

Sample Taken Date	06/08/2021	Sample Unique Key	19
Date that the sample was received by the laboratory/organization performing the testing	06/08/2021	Sample type	Department Acceptance
A brief description of the sample	Shoulder Backing	The quantity of what the sample constitutes	Up to 3000 tons
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	John
Last name of sampler or witnessed by	Carmichael	Title of sampler	Consultant
Telephone number of sampler		Laboratory sample identification	D78836
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Fawndale Rock and Asphalt - Redding, CA
Transportation Laboratory (TL) Number	779373	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)	91-45-0017
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Stockpile
Where the material sample would have been placed if not sampled	02 SIS 89	Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2021-06-08-19

DIME Test ID: 2021-06-08-19-5

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2021-12-02

Number of tests: 3

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 06/14/2021

Temperature correction: 0

Temperature of solution: 21.2

Clay reading (test 1): 12.5

Sand reading (test 1): 3.4

Clay reading (test 2): 12.9

Sand reading (test 2): 3.3

Clay reading (test 3): 12.9

Sand reading (test 3): 3.4

Sand equivalent (test 1): 28

Sand equivalent (test 2): 26

Sand equivalent (test 3): 27

Sand equivalent before temperature correction: 27

Sand equivalent after temperature correction: 27

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

Test was verified on 12/2/2021 ✔