Summary for Test 2026-06-27-3-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 210687
DEA: 07316604
DIST-CO-RTE-PM07-LA-1-41.8/42.1, 41.8-42.1
Award Date12/31/1969
Closeout Date08/22/2018
Work DescriptionINSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY
Location DescriptionIN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/27/2026 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing06/27/2026 Sample typeQuality Assurance
A brief description of the sampleExisting Subgrade The quantity of what the sample constitutes1,069 SY
From where was the sample collectedJob Site First name of sampler or witnessed byZackery
Last name of sampler or witnessed byPatrick Title of samplerField Technician
Telephone number of sampler661-496-6051 Laboratory sample identification26-2139
Linked DIME Sample ID The fabricator/manufacturer/facility nameExisting Subgrade
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSoil 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 collectedCTM 231 test location
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-06-27-3
DIME Test ID: 2026-06-27-3-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
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: 2026-06-29

Test Results


Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Zackery Patrick
Date of test: 06/27/2026
Sum of Count or Density: 4359 g/cc
Average of Count or Density: 872 g/cc
Sum of Moisture Count: 647 g/cc
Average of Moisture Count: 129 g/cc
Count Ratio Density: 2.09
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/29/2026 ✔