DIME - Test Summary

Summary for Test 2022-03-07-2-1

Test performed: CTM 216-June 2011

Sample Taken Date	03/07/2022	Sample Unique Key	2
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	03/07/2022
Sample type	Quality Assurance	A brief description of the sample	Aggregate Base
The quantity of what the sample constitutes	12600 Sq. Ft.	From where was the sample collected	Job Site
First name of sampler or witnessed by	Edmond	Last name of sampler or witnessed by	Jabbour
Title of sampler	Field Materials Tester	Telephone number of sampler	19092398226
Laboratory sample identification	22-0427	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Job Stockpile	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	In-placed material
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-03-07-2

DIME Test ID: 2022-03-07-2-1

Testing Lab: Kleinfelder, Incorporated - Los Angeles

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates

Test Release Date: 2022-03-08

Is oversize material: No

Input Type: Calculated

Tester's full name: Edmond Jabbour

Date of test: 03/07/2022

In-place wet density: 2.18

Highest adjust wet density: 2.28

% Moisture: 4.3 %

Optimum Moisture: 6.3 %

Relative compaction: 96

General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.18 vs maximum wet density of 2.28.

Test was verified on 3/8/2022 ✔