DIME - Test Summary

Summary for Test 2026-05-13-50-3

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059
DIST-CO-RTE-PM	02-PLU-70-58.2/R78.4
Award Date	06/27/2023
Closeout Date	Not set
Work Description	RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location Description	PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
QA Service Level	1 (Verified on 05/08/2023)

Sample Taken Date	05/13/2026	Sample Unique Key	50
Date that the sample was received by the laboratory/organization performing the testing	05/18/2026	Sample type	Acceptance
A brief description of the sample	2 Bags Subgrade	The quantity of what the sample constitutes	Subgrade
From where was the sample collected	Source	First name of sampler or witnessed by	Reilly
Last name of sampler or witnessed by	Melvin	Title of sampler	Consultant
Telephone number of sampler		Laboratory sample identification	D80199
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Mercer Fraser
Transportation Laboratory (TL) Number	845704	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	Sta. 1016+00 PLU-70-PM 58.2-R78.4
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-05-13-50

DIME Test ID: 2026-05-13-50-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2026-06-01

Number of tests: 3

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 05/27/2026

Temperature correction: 0

Temperature of solution: 21.3

Clay reading (test 1): 12.2

Sand reading (test 1): 1.2

Clay reading (test 2): 12.3

Sand reading (test 2): 1.1

Clay reading (test 3): 12.3

Sand reading (test 3): 1.2

Sand equivalent (test 1): 10

Sand equivalent (test 2): 9

Sand equivalent (test 3): 10

Sand equivalent before temperature correction: 10

Sand equivalent after temperature correction: 10

General comments (publicly viewable) (Max 1000 characters): SE=10

Test was verified on 6/1/2026 ✔