DIME - Test Summary

Summary for Test 2025-09-10-59-2

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	09/10/2025	Sample Unique Key	59
Date that the sample was received by the laboratory/organization performing the testing	09/12/2025	Sample type	Acceptance
A brief description of the sample	Native Borrow	The quantity of what the sample constitutes	Not Provided
From where was the sample collected	Source	First name of sampler or witnessed by	Jeff
Last name of sampler or witnessed by	McKeehan	Title of sampler	MT
Telephone number of sampler		Laboratory sample identification	D80039
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Mercer Fraser
Transportation Laboratory (TL) Number	858581	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)	Native Borrow
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	WB Shoulder st.806+00, 15' EP, 6' FG
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-09-10-59

DIME Test ID: 2025-09-10-59-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2025-09-18

Number of tests: 3

Input Type: Measured

Tester's full name: Dacota Mei

Date of test: 09/16/2025

Temperature correction: 0

Temperature of solution: 21

Clay reading (test 1): 13

Sand reading (test 1): 1.3

Clay reading (test 2): 13.1

Sand reading (test 2): 1.2

Clay reading (test 3): 13.2

Sand reading (test 3): 1.3

Sand equivalent (test 1): 10

Sand equivalent (test 2): 10

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 9/18/2025 ✔