DIME - Test Summary

Summary for Test 2024-02-15-9-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 214549 DEA: 081H2904 EFIS: 0817000006
DIST-CO-RTE-PM	08-SBD-173-18.7
Award Date	08/20/2020
Closeout Date	10/02/2024
Work Description	STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description	SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level	1 (Verified on 01/13/2020)

Sample Taken Date	02/15/2024	Sample Unique Key	9
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	02/15/2024
Sample type	Quality Assurance	A brief description of the sample	Structure Backfill
The quantity of what the sample constitutes	50 lb	From where was the sample collected	Job Site
First name of sampler or witnessed by	Chijioke	Last name of sampler or witnessed by	Okoroanyanwu
Title of sampler		Telephone number of sampler	9096654210
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	CTM 231 TEST LOCATION	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	AT THE JOB SITE
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-02-15-9

DIME Test ID: 2024-02-15-9-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

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: 2024-02-16

Method Type:: Direct Read

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Calculated

Tester's full name: Chijioke Okoroanyanwu

Date of test: 02/15/2024

Sum of Count or Density: 3643 g/cc

Average of Count or Density: 1214 g/cc

Sum of Moisture Count: 352 g/cc

Average of Moisture Count: 117 g/cc

Calculated Percent Relative Compaction: 90.8 %

Reported Percent Relative Compaction: 91 %

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

Test was verified on 2/16/2024 ✔