DIME - Test Summary

Summary for Test 2021-08-31-57-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993330 DEA: 022J6204 EFIS: 0221000118
DIST-CO-RTE-PM	02-SIS-265-19.801 to 20.328
Award Date	Not set
Closeout Date	Not set
Work Description	Weed Blvd Pavement - CAPM Pavement Preservation
Location Description	In Siskiyou County at and near Weed on Route 97 from Route 5 to 0.6 mile south of Whitney Creek Bridge and on Route 265 from Route 97 to Route 5. Loc-02-SIS-97-PM L0 to 11, 02-SIS-265-PM19.801 to 20.328
QA Service Level	1 (Verified on 10/14/2021)

Sample Taken Date	08/31/2021	Sample Unique Key	57
Date that the sample was received by the laboratory/organization performing the testing	09/01/2021	Sample type	Preliminary
A brief description of the sample	Soil	The quantity of what the sample constitutes	2 bags for structural section recommendation
From where was the sample collected	Job Site	First name of sampler or witnessed by	Dan
Last name of sampler or witnessed by	Curran	Title of sampler	MREA
Telephone number of sampler		Laboratory sample identification	D78934
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Unknown
Transportation Laboratory (TL) Number	897759	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

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	02 SIS 97 PM 0.10 50ft rt of CL Depth 0 to 1 ft
Where the material sample would have been placed if not sampled	02 SIS 97 PM 0 and 1 tenth

DIME Sample ID: 2021-08-31-57

DIME Test ID: 2021-08-31-57-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2021-10-21

Number of tests: 3

Input Type: Measured

Tester's full name: Karen Dorado

Date of test: 09/02/2021

Temperature correction: 0

Temperature of solution: 21

Clay reading (test 1): 6.1

Sand reading (test 1): 3.5

Clay reading (test 2): 6.1

Sand reading (test 2): 3.6

Clay reading (test 3): 6.6

Sand reading (test 3): 3.7

Sand equivalent (test 1): 58

Sand equivalent (test 2): 59

Sand equivalent (test 3): 57

Sand equivalent before temperature correction: 58

Sand equivalent after temperature correction: 58

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

Test was verified on 10/21/2021 ✔