DIME - Test Summary

Summary for Test 2020-06-25-48-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
DIST-CO-RTE-PM	02-SHA-5-R3.8/R11.7
Award Date	11/06/2018
Closeout Date	08/16/2023
Work Description	WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description	SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level	1 (Verified on 12/31/2018)

Sample Taken Date	06/25/2020	Sample Unique Key	48
Date that the sample was received by the laboratory/organization performing the testing	06/25/2020	Sample type	Department Acceptance
A brief description of the sample	3/4" Shoulder Backing	The quantity of what the sample constitutes	not provided
From where was the sample collected	Job Site	First name of sampler or witnessed by	D
Last name of sampler or witnessed by	Harper	Title of sampler
Telephone number of sampler		Laboratory sample identification	D78495
Linked DIME Sample ID		The fabricator/manufacturer/facility name	JF Shea Fawndale
Transportation Laboratory (TL) Number	717974	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		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Fawndale Plant
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: 2020-06-25-48

DIME Test ID: 2020-06-25-48-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2020-10-22

Number of tests: 3

Input Type: Measured

Tester's full name: Arthur Mills

Date of test: 06/25/2020

Temperature correction: 0

Temperature of solution: 24

Clay reading (test 1): 11.6

Sand reading (test 1): 3

Clay reading (test 2): 11.6

Sand reading (test 2): 2.9

Clay reading (test 3): 11.7

Sand reading (test 3): 2.9

Sand equivalent (test 1): 26

Sand equivalent (test 2): 25

Sand equivalent (test 3): 25

Sand equivalent before temperature correction: 25

Sand equivalent after temperature correction: 25

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

Test was verified on 10/22/2020 ✔