Summary for Test 2022-02-25-7-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date02/25/2022 Sample Unique Key7
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 testing02/25/2022
Sample typeQuality Assurance A brief description of the sampleSoil
The quantity of what the sample constitutes<2000 sqy From where was the sample collectedJob Site
First name of sampler or witnessed byKennedy Last name of sampler or witnessed byEuBany
Title of samplerTET Telephone number of sampler
Laboratory sample identification02252022 TEST 01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCTM 231 TEST LOCATION Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the samplekenedy eubany
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedAT THE JOB SITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-02-25-7
DIME Test ID: 2022-02-25-7-1
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: 2022-02-28

Test Results

Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kennedy EuBany
Date of test: 02/25/2022
Gage No.: 32127
Test No.: 1
Non-Bias Plan No.: 3
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Standard Count Density: 1798 g/cc
Count or Density 1: 833 g/cc
Count or Density 2: 725 g/cc
Count or Density 3: 775 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 129 g/cc
Moisture Count 2: 146 g/cc
Moisture Count 3: 87 g/cc
Sum of Count or Density: 2333.00 g/cc
Average of Count or Density: 778.00 g/cc
Sum of Moisture Count: 362.00 g/cc
Average of Moisture Count: 121.00 g/cc
Count Ratio Density: 0.43
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/28/2022