DIME - Test Summary

Summary for Test 2026-05-20-83-3

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993331 DEA: 023H6904 EFIS: 0218000010
DIST-CO-RTE-PM	02-PLU-89-30/R42.1
Award Date	11/21/2024
Closeout Date	Not set
Work Description	ALMANOR WEST REHAB - ROADWAY REHABILITATION
Location Description	IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36.
QA Service Level	1 (Verified on 10/14/2021)

Sample Taken Date	05/20/2026	Sample Unique Key	83
Date that the sample was received by the laboratory/organization performing the testing	05/20/2026	Sample type	Acceptance
A brief description of the sample	1 Bag of Subgrade	The quantity of what the sample constitutes	Subgrade
From where was the sample collected	Source	First name of sampler or witnessed by	Brandon
Last name of sampler or witnessed by	White	Title of sampler	TET
Telephone number of sampler		Laboratory sample identification	D80203
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Dig it Construction
Transportation Laboratory (TL) Number	896857	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, st.231+00
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: 2026-05-20-83

DIME Test ID: 2026-05-20-83-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2026-06-08

Number of tests: 3

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 06/03/2026

Temperature correction: 0

Temperature of solution: 20.8

Clay reading (test 1): 13.3

Sand reading (test 1): 1.6

Clay reading (test 2): 13

Sand reading (test 2): 1.6

Clay reading (test 3): 13.3

Sand reading (test 3): 1.7

Sand equivalent (test 1): 12

Sand equivalent (test 2): 13

Sand equivalent (test 3): 13

Sand equivalent before temperature correction: 13

Sand equivalent after temperature correction: 13

General comments (publicly viewable) (Max 1000 characters): SE=13

Test was verified on 6/8/2026 ✔