DIME - Test Summary

Summary for Test 2026-04-14-38-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 1002031 DEA: 024K0504 EFIS: 0226000137
DIST-CO-RTE-PM	02-SHA-89-29.2/29.4
Award Date	Not set
Closeout Date	Not set
Work Description	Excavate and replace unstable subgrade, install geotextile fabric, and reconstruct the structural pavement section.
Location Description	IN SHASTA COUNTY ABOUT 7 MILES NORTH OF FOUR CORNERS FROM LAKE BRITTON BRIDGE TO 0.2 MILE NORTH OF LAKE BRITTON BRIDGE.
QA Service Level	1 (Verified on 04/10/2026)

Sample Taken Date	04/14/2026	Sample Unique Key	38
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	04/15/2026
Sample type	Acceptance	A brief description of the sample	2 bags of 3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutes	not provided	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Cindy	Last name of sampler or witnessed by	Bryant
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D80180	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Hat Creek Construction and Materials - Shaw Pit - Lookout, CA	Transportation Laboratory (TL) Number	824081
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)	91-25-0008
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	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2026-04-14-38

DIME Test ID: 2026-04-14-38-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2026-04-27

Number of tests: 3

Input Type: Measured

Tester's full name: Josh Ferency

Date of test: 04/21/2026

Temperature correction: 0

Temperature of solution: 23

Clay reading (test 1): 8.2

Sand reading (test 1): 3.4

Clay reading (test 2): 7.7

Sand reading (test 2): 3.4

Clay reading (test 3): 8.6

Sand reading (test 3): 3.5

Sand equivalent (test 1): 42

Sand equivalent (test 2): 45

Sand equivalent (test 3): 41

Sand equivalent before temperature correction: 43

Sand equivalent after temperature correction: 43

General comments (publicly viewable) (Max 1000 characters): SE=43

Test was verified on 4/27/2026 ✔