DIME - Test Summary

Summary for Test 2020-06-03-34-3

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 212866 DEA: 021H9704 EFIS: 0216000051
DIST-CO-RTE-PM	02-TEH-36-12.6/13.1
Award Date	11/25/2019
Closeout Date	10/06/2020
Work Description	CURVE REALIGNMENT AND HMA PAVING.
Location Description	TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
QA Service Level	1 (Verified on 01/08/2019)

Sample Taken Date	06/03/2020	Sample Unique Key	34
Date that the sample was received by the laboratory/organization performing the testing	06/03/2020	Sample type	Quality Assurance
A brief description of the sample	34/" Class II AB	The quantity of what the sample constitutes	not provided
From where was the sample collected	Job Site	First name of sampler or witnessed by	David
Last name of sampler or witnessed by	Lockett	Title of sampler
Telephone number of sampler		Laboratory sample identification	D78455
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Not Provided
Transportation Laboratory (TL) Number	002339	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)	Tullis
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	Structural Section
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-06-03-34

DIME Test ID: 2020-06-03-34-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2020-08-19

Number of tests: 3

Input Type: Measured

Tester's full name: Terry McCormick

Date of test: 06/05/2020

Temperature correction: 0

Temperature of solution: 24

Clay reading (test 1): 8.3

Sand reading (test 1): 3.6

Clay reading (test 2): 8.3

Sand reading (test 2): 3.6

Clay reading (test 3): 8.2

Sand reading (test 3): 3.6

Sand equivalent (test 1): 43

Sand equivalent (test 2): 43

Sand equivalent (test 3): 44

Sand equivalent before temperature correction: 43

Sand equivalent after temperature correction: 43

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

Test was verified on 8/19/2020 ✔