DIME - Test Summary

Summary for Test 2022-04-29-26-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
DIST-CO-RTE-PM	08-SBD-10-0.0/13.2
Award Date	06/06/2018
Closeout Date	Not set
Work Description	Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description	LA/SBD County Line to PM 13.2 near I-15
QA Service Level	1 (Verified on 10/16/2019)

Sample Taken Date	04/29/2022	Sample Unique Key	26
Date that the sample was received by the laboratory/organization performing the testing	04/29/2022	Sample type	Quality Assurance
A brief description of the sample	Soil	The quantity of what the sample constitutes	1080 SQF
From where was the sample collected	Job Site	First name of sampler or witnessed by	omar
Last name of sampler or witnessed by	G	Title of sampler	TET
Telephone number of sampler		Laboratory sample identification	04292022 TEST 01
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
Bid Item	Not set

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	omar G G
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: 2022-04-29-26

DIME Test ID: 2022-04-29-26-1

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: 2022-05-06

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: omar G G

Date of test: 04/29/2022

Gage No.: 30698

Test No.: 1

Nuclear By: omar G G

Non-Bias Plan No.: 9

Depth: 8

Material No.: CLASS II BASE/

Material Type: STRUCTURALL BACKFILL

Impact By: omar G G

Standard Count Density: 1852

Count or Density 1: 807

Count or Density 2: 795

Count or Density 3: 828

Standard Count Moisture: 638

Moisture Count 1: 151

Moisture Count 2: 122

Moisture Count 3: 136

Sum of Count or Density: 2430

Average of Count or Density: 810

Sum of Moisture Count: 409

Average of Moisture Count: 136

Count Ratio Density: 0.44

Count Ratio Moisture: 0.21

Calculated Percent Relative Compaction: 98.7 %

Reported Percent Relative Compaction: 99 %

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

Test was verified on 5/6/2022 ✔