DIME - Test Summary

Summary for Test 2025-06-27-10-2

Test performed: CTM 216-June 2011

Sample Taken Date	06/27/2025	Sample Unique Key	10
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	06/27/2025
Sample type	Quality Assurance	A brief description of the sample	Subgrade
The quantity of what the sample constitutes	2600g	From where was the sample collected	Job Site
First name of sampler or witnessed by	Fernando	Last name of sampler or witnessed by	Vega
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification	SJ-062725-SG1	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Native Material	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope	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	Jobsite - Compacted Native Subgrade
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-06-27-10

DIME Test ID: 2025-06-27-10-2

Testing Lab: CT D04 - San Jose Construction Field Laboratory

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

Test Release Date: 2025-06-27

Is oversize material: No

Input Type: Calculated

Tester's full name: Fernando Vega

Date of test: 06/27/2025

In-place wet density: 2.26

Highest adjust wet density: 2.35

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 96

General comments (publicly viewable) (Max 1000 characters): Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope

Test was verified on 6/30/2025 ✔