DIME - Test Summary

Summary for Test 2023-03-08-34-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 215220 DEA: 07210624 EFIS: 0719000068
DIST-CO-RTE-PM	07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date	02/05/2021
Closeout Date	Not set
Work Description	PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description	IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level	1 (Verified on 03/24/2021)

Sample Taken Date	03/08/2023	Sample Unique Key	34
Date that the sample was received by the laboratory/organization performing the testing	03/08/2023	Sample type	Quality Assurance
A brief description of the sample	Native Material	The quantity of what the sample constitutes	1640 square test
From where was the sample collected	Job Site	First name of sampler or witnessed by	Edmond
Last name of sampler or witnessed by	Jabour	Title of sampler
Telephone number of sampler		Laboratory sample identification	23-0240
Linked DIME Sample ID		The fabricator/manufacturer/facility name	n/a
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 Holes
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-03-08-34

DIME Test ID: 2023-03-08-34-1

Testing Lab: Alta Vista Solutions - Whittier

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: 2023-03-10

Method Type:: Direct Read

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Edmond Jabbour

Date of test: 03/08/2023

Gage No.: 6682

Test No.: 1

Nuclear By: Edmond Jabbour

Non-Bias Plan No.: 1

Depth: 12

Material No.: Structural Backfill

Material Type: Native Material

Impact By: Edmond Jabbour

Standard Count Density: 11168 g/cc

Count or Density 1: 2500 g/cc

Count or Density 2: 2956 g/cc

Count or Density 3: 2696 g/cc

Standard Count Moisture: 19672 g/cc

Moisture Count 1: 3996 g/cc

Moisture Count 2: 3264 g/cc

Moisture Count 3: 3488 g/cc

Sum of Count or Density: 8152 g/cc

Average of Count or Density: 2717.33 g/cc

Sum of Moisture Count: 10748 g/cc

Average of Moisture Count: 3582.67 g/cc

Calculated Percent Relative Compaction: 95.7 %

Reported Percent Relative Compaction: 96 %

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

Test was verified on 3/10/2023 ✔