DIME - Test Summary

Summary for Test 2023-05-26-55-3

Test performed: CTM 226-July 2010

Project Identifiers	Project ID: 993339 DEA: 024H9304 EFIS: 0219000027
DIST-CO-RTE-PM	02-SHA-299-44.3/44.9
Award Date	07/13/2022
Closeout Date	04/11/2024
Work Description	INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location Description	IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
QA Service Level	1 (Verified on 11/22/2021)

Sample Taken Date	05/26/2023	Sample Unique Key	55
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	05/30/2023
Sample type	Department Acceptance	A brief description of the sample	4 bags of 3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutes	Up to 500 cy or 1 day	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	D79250	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Bear Gulch Quarry	Transportation Laboratory (TL) Number	857931
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)	91-45-0023::Bear Gulch Limestone Quarry - Ingot, CA
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: 2023-05-26-55

DIME Test ID: 2023-05-26-55-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying

Test Release Date: 2023-07-20

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 06/06/2023

Wet weight of the sample: 1200.0000000000 grams

Dry weight of the sample: 1198.3000000000 grams

Weight of water in sample: 1.7000000000 grams

Percent moisture: 0.1 %

General comments (publicly viewable) (Max 1000 characters): PM=0.1%, Note: Sample had air dried prior to testing.

Test was verified on 7/20/2023 ✔