DIME - Test Summary

Summary for Test 2025-12-02-13-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222
DIST-CO-RTE-PM	07-VEN-150-
Award Date	Not set
Closeout Date	Not set
Work Description	Retaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location Description	Route 150 in Santa Paula.
QA Service Level	1 (Verified on 04/05/2024)

Sample Taken Date	12/02/2025	Sample Unique Key	13
Date that the sample was received by the laboratory/organization performing the testing	12/02/2025	Sample type	Quality Assurance
A brief description of the sample	Structure Backfill	The quantity of what the sample constitutes	124 CY
From where was the sample collected	Job Site	First name of sampler or witnessed by	Jareerattana
Last name of sampler or witnessed by	Sirisujarittham	Title of sampler	Field Technician
Telephone number of sampler	562-564-9465	Laboratory sample identification	25-3782
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Structure Backfill
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
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	CTM 231 test location
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-12-02-13

DIME Test ID: 2025-12-02-13-1

Testing Lab: Kleinfelder, Incorporated - Los Angeles

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: 2025-12-03

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Calculated

Tester's full name: Jareerattana Sirisujarittham

Date of test: 12/02/2025

Sum of Count or Density: 862 g/cc

Average of Count or Density: 287 g/cc

Sum of Moisture Count: 629 g/cc

Average of Moisture Count: 210 g/cc

Count Ratio Density: 2.1

Count Ratio Moisture: 0.25

Calculated Percent Relative Compaction: 97.7 %

Reported Percent Relative Compaction: 98 %

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

Test was verified on 12/3/2025 ✔