DIME - Test Summary

Summary for Test 2020-05-06-29-3

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	05/06/2020	Sample Unique Key	29
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	05/06/2020
Sample type	Authorization	A brief description of the sample	Soil for Embankment
The quantity of what the sample constitutes	Process Test for Proposed Fill	From where was the sample collected	Source
First name of sampler or witnessed by	Mike	Last name of sampler or witnessed by	Antonetti
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78421	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shea Sand and Gravel, Redding, CA	Transportation Laboratory (TL) Number	036605
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	Unknown
The fabricator/manufacturer designation for the sample	Unknown	A detailed description of where the material sample was collected	Stockpile at Plant
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2020-05-06-29

DIME Test ID: 2020-05-06-29-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2020-07-02

Number of tests: 2

Input Type: Measured

Tester's full name: Michael Antonetti

Date of test: 05/07/2020

Temperature correction: 0

Temperature of solution: 21.4

Clay reading (test 1): 12.1

Sand reading (test 1): 2.5

Clay reading (test 2): 12.1

Sand reading (test 2): 2.5

Sand equivalent (test 1): 21

Sand equivalent (test 2): 21

Sand equivalent before temperature correction: 21

Sand equivalent after temperature correction: 21

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

Test was verified on 7/2/2020 ✔