DIME - Test Summary

Summary for Test 2026-03-26-53-3

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 1002109 DEA: 022J7404 EFIS: 0221000130
DIST-CO-RTE-PM	02-LAS-36-16.7/22.4
Award Date	Not set
Closeout Date	Not set
Work Description	Susan River Pavement - Roadway Rehabilitation (3R)
Location Description	In Lassen County about 8 miles west of Susanville from 0.7 mile west of Susan River Bridge to 0.4 mile east of Eagle Lake Road.
QA Service Level	1 (Verified on 04/16/2026)

Sample Taken Date	03/26/2026	Sample Unique Key	53
Date that the sample was received by the laboratory/organization performing the testing	03/27/2026	Sample type	Preliminary
A brief description of the sample	2 Bags Sand Silt Rock and Soil	The quantity of what the sample constitutes	Structural Section Recommendation
From where was the sample collected	Source	First name of sampler or witnessed by	Colt
Last name of sampler or witnessed by	Sweeny	Title of sampler	MREA
Telephone number of sampler		Laboratory sample identification	D80166
Linked DIME Sample ID		The fabricator/manufacturer/facility name	District 2 Lab
Transportation Laboratory (TL) Number		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	Shoulder Slope near PM 18.0
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-03-26-53

DIME Test ID: 2026-03-26-53-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2026-04-23

Number of tests: 3

Input Type: Measured

Tester's full name: Josh Murphy

Date of test: 04/01/2026

Temperature correction: 0

Temperature of solution: 21

Clay reading (test 1): 9.2

Sand reading (test 1): 2.6

Clay reading (test 2): 9.5

Sand reading (test 2): 2.7

Clay reading (test 3): 8.9

Sand reading (test 3): 2.6

Sand equivalent (test 1): 29

Sand equivalent (test 2): 29

Sand equivalent (test 3): 30

Sand equivalent before temperature correction: 30

Sand equivalent after temperature correction: 30

General comments (publicly viewable) (Max 1000 characters): SE=30

Test was verified on 4/23/2026 ✔