DIME - Test Summary

Summary for Test 2026-01-19-11-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 994443 DEA: 053307C4 EFIS: 0514000028
DIST-CO-RTE-PM	05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date	02/27/2023
Closeout Date	Not set
Work Description	Wye Segment - Route 41/46 Separation
Location Description	Not set
QA Service Level	1 (Verified on 12/16/2022)

Sample Taken Date	01/19/2026	Sample Unique Key	11
Date that the sample was received by the laboratory/organization performing the testing	01/19/2026	Sample type	Acceptance
A brief description of the sample	Native subgrade Embankment	The quantity of what the sample constitutes	CCB Abut4 Embankment
From where was the sample collected	Job Site	First name of sampler or witnessed by	Kyle
Last name of sampler or witnessed by	Engen	Title of sampler
Telephone number of sampler		Laboratory sample identification	260119-19KE
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Atkinson
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	3857433

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	Between CCB Abut 4 L&R - 1361+30-1361+50
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-01-19-11

DIME Test ID: 2026-01-19-11-1

Testing Lab: CT D05 - Whitley Gardens 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: 2026-02-04

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Kyle Engen

Date of test: 01/19/2026

Gage No.: 30589

Test No.: 260119.19KE

Nuclear By: K. Engen

Non-Bias Plan No.: 3

Depth: 8"

Material No.: Native Subgrade

Material Type: Native Subgrade

Impact By: K. Engen

Standard Count Density: 1599

Count or Density 1: 1030

Count or Density 2: 938

Count or Density 3: 1619

Standard Count Moisture: 655

Moisture Count 1: 213

Moisture Count 2: 212

Moisture Count 3: 157

Sum of Count or Density: 3587

Average of Count or Density: 1196

Sum of Moisture Count: 582

Average of Moisture Count: 194

Count Ratio Density: 0.75

Count Ratio Moisture: 0.3

Calculated Percent Relative Compaction: 92.3 %

Reported Percent Relative Compaction: 92 %

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Test was verified on 2/4/2026 ✔