DIME - Test Summary

Summary for Test 2025-05-22-68-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026
DIST-CO-RTE-PM	02-PLU-89-12.9/20.0,20.6/21.0
Award Date	12/20/2024
Closeout Date	Not set
Work Description	HMA OVERLAY.
Location Description	PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
QA Service Level	1 (Verified on 09/24/2024)

Sample Taken Date	05/22/2025	Sample Unique Key	68
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	05/22/2025
Sample type	Acceptance	A brief description of the sample	Native Soil for Subgrade
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dawn	Last name of sampler or witnessed by	Sloatermen
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D79887	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Hat Creek	Transportation Laboratory (TL) Number	857980
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)	Jobsite
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	PLU 89 PM 12-22
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-05-22-68

DIME Test ID: 2025-05-22-68-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2025-06-12

Number of tests: 3

Input Type: Measured

Tester's full name: Dacota Mei

Date of test: 05/28/2025

Temperature correction: 0

Temperature of solution: 22.5

Clay reading (test 1): 10.3

Sand reading (test 1): 3.2

Clay reading (test 2): 11.1

Sand reading (test 2): 3.2

Clay reading (test 3): 11

Sand reading (test 3): 2.6

Sand equivalent (test 1): 32

Sand equivalent (test 2): 29

Sand equivalent (test 3): 24

Sand equivalent before temperature correction: 29

Sand equivalent after temperature correction: 29

General comments (publicly viewable) (Max 1000 characters): SE=29

Test was verified on 6/12/2025 ✔