DIME - Test Summary

Summary for Test 2024-02-23-5-1

Test performed: CTM 216-June 2011

Sample Taken Date	02/23/2024	Sample Unique Key	5
Date that the sample was received by the laboratory/organization performing the testing	02/23/2024	Sample type	Department Acceptance
A brief description of the sample	Native Soil	The quantity of what the sample constitutes	1 Bucket
From where was the sample collected	Job Site	First name of sampler or witnessed by	Arthur
Last name of sampler or witnessed by	Mills	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Granite Construction
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

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	PM. 121.2 Elev. -27' BFG
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-02-23-5

DIME Test ID: 2024-02-23-5-1

Testing Lab: CT D06 - Millbrook Field Laboratory

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

Test Release Date: 2024-02-26

Is oversize material: No

Input Type: Measured

Tester's full name: Tomas Silva

Date of test: 02/23/2024

In-place wet density: 2.21

Highest adjust wet density: 2.26

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 98

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

Test was verified on 2/26/2024 ✔