DIME - Test Summary

Summary for Test 2025-06-27-10-1

Test performed: CTM 231-March 2013

Sample Taken Date	06/27/2025	Sample Unique Key	10
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: 2025-06-27-10-1

Testing Lab: CT D04 - San Jose Construction Field Laboratory

Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages

Test Release Date: 2025-06-27

Method Type:: Direct Read

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Calculated

Tester's full name: Fernando Vega

Date of test: 06/27/2025

Sum of Count or Density: 107850 g/cc

Average of Count or Density: 35950 g/cc

Sum of Moisture Count: 8633 g/cc

Average of Moisture Count: 2878 g/cc

Calculated Percent Relative Compaction: 96.1 %

Reported Percent 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 ✔