DIME - Test Summary

Summary for Test 2025-02-18-23-9

Test performed: CTM 204-June 2010

Sample Taken Date	02/18/2025	Sample Unique Key	23
Date that the sample was received by the laboratory/organization performing the testing	02/20/2025	Sample type	Quality Assurance
A brief description of the sample	RPSU	The quantity of what the sample constitutes	2 bag
From where was the sample collected	Supplier	First name of sampler or witnessed by	Derrick
Last name of sampler or witnessed by	McCovy	Title of sampler
Telephone number of sampler	6193722435	Laboratory sample identification	1802-RPSU
Linked DIME Sample ID	2025-02-18-22	The fabricator/manufacturer/facility name	Vulcan Otay
Transportation Laboratory (TL) Number		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)	Not Provided
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	Plant
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	226110 Otay SJR

DIME Sample ID: 2025-02-18-23

DIME Test ID: 2025-02-18-23-9

Testing Lab: CT D11 - District 11 Materials Laboratory

Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)

Test Release Date: 2025-02-28

The test method used?: Plastic Limit

Input Type: Measured

Tester's full name: Shawn Rivers

Date of test: 02/28/2025

Weight of oven-dried soil: 10 g

Weight of water content: 0.1 g

Plastic limit (PL): 1 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/28/2025 ✔