DIME - Test Summary

Summary for Test 2024-06-07-14-2

Test performed: CTM 216-June 2011

Sample Taken Date	06/07/2024	Sample Unique Key	14
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	06/07/2024
Sample type	Acceptance	A brief description of the sample	Embankment
The quantity of what the sample constitutes	222 cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Lou Ralph	Last name of sampler or witnessed by	Achuela
Title of sampler	TET	Telephone number of sampler	2138170504
Laboratory sample identification	24-1380	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite	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	Embankment
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	from various location at Embankment
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-06-07-14

DIME Test ID: 2024-06-07-14-2

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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

Test Release Date: 2024-06-19

Is oversize material: No

Input Type: Measured

Tester's full name: Lou Ralph Achuela

Date of test: 06/07/2024

In-place wet density: 2.12

Highest adjust wet density: 2.21

% Moisture: 10.4 %

Optimum Moisture: no data

Relative compaction: 96

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

Test was verified on 6/19/2024 ✔