DIME - Test Summary

Summary for Test 2022-10-10-26-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 993484 DEA: 07325904 EFIS: 0716000091
DIST-CO-RTE-PM	07-LA-5-87.4
Award Date	02/17/2022
Closeout Date	Not set
Work Description	SEISMIC RETROFIT OF BRIDGE, WIDEN
Location Description	IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779
QA Service Level	1 (Verified on 04/19/2022)

Sample Taken Date	10/10/2022	Sample Unique Key	26
Date that the sample was received by the laboratory/organization performing the testing	10/10/2022	Sample type	Department Acceptance
A brief description of the sample	Subgrade	The quantity of what the sample constitutes	76 SF
From where was the sample collected	Job Site	First name of sampler or witnessed by	Michelangelo
Last name of sampler or witnessed by	Sese	Title of sampler	TET
Telephone number of sampler	310-345-6204	Laboratory sample identification	22-2694
Linked DIME Sample ID		The fabricator/manufacturer/facility name	NA
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	Subgrade
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	Various locations
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-10-10-26

DIME Test ID: 2022-10-10-26-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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: 2022-10-12

Method Type:: Direct Read

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Michelangelo Sese

Date of test: 10/10/2022

Gage No.: 60203

Test No.: no data

Nuclear By: Michelangelo Sese

Non-Bias Plan No.: 3

Depth: 12

Material No.: no data

Material Type: Subgrade

Impact By: Michelangelo Sese

Standard Count Density: 2338 g/cc

Count or Density 1: 2.03 g/cc

Count or Density 2: 2.17 g/cc

Count or Density 3: 2.29 g/cc

Standard Count Moisture: 644 g/cc

Moisture Count 1: 0.21 g/cc

Moisture Count 2: 0.18 g/cc

Moisture Count 3: 0.16 g/cc

Sum of Count or Density: 6.49 g/cc

Average of Count or Density: 2.16 g/cc

Sum of Moisture Count: 0.55 g/cc

Average of Moisture Count: 0.18 g/cc

Calculated Percent Relative Compaction: 94.9 %

Reported Percent Relative Compaction: 95 %

General comments (publicly viewable) (Max 1000 characters): NB Rte. 5 @ Tejon Pass Bridge Top of Slope of Abut #3

Test was verified on 10/12/2022 ✔