DIME - Test Summary

Summary for Test 2022-10-01-6-2

Test performed: CTM 216-June 2011

Sample Taken Date	10/01/2022	Sample Unique Key	6
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	10/01/2022
Sample type	Department Acceptance	A brief description of the sample	Aggregate Base
The quantity of what the sample constitutes	419 sq. yd.	From where was the sample collected	Job Site
First name of sampler or witnessed by	Philip	Last name of sampler or witnessed by	Maquiran
Title of sampler	MREA	Telephone number of sampler	12133581518
Laboratory sample identification	22-2589	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

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	From various locations at Aggregate Base
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-10-01-6

DIME Test ID: 2022-10-01-6-2

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: 2022-10-13

Is oversize material: No

Input Type: Calculated

Tester's full name: Phillip Maquiran

Date of test: 10/01/2022

In-place wet density: 2.03

Highest adjust wet density: 2.13

% Moisture: 12.2 %

Optimum Moisture: 13.7 %

Relative compaction: 95

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

Test was verified on 10/13/2022 ✔