Summary for Test 2026-05-08-24-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1000870
DEA: 07369704
EFIS: 0720000023
DIST-CO-RTE-PM07-VEN-118-12/13.4
Award Date04/25/2025
Closeout DateNot set
Work DescriptionCONSTRUCT SOLDIER PILE WALLS, SLOPE PROTECTION, AND DRAINAGE SYSTEMS.
Location DescriptionVENTURA COUNTY IN SOMIS FROM SAND CANYON ROAD TO 0.1 MILE EAST OF BALCOM CANYON ROAD
QA Service Level1 (Verified on 03/12/2025)

Sample Information

Sample Taken Date05/08/2026 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing05/08/2026 Sample typeQuality Assurance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes267 SY
From where was the sample collectedJob Site First name of sampler or witnessed byManuel
Last name of sampler or witnessed byUy Title of samplerField Technician
Telephone number of sampler949-501-6042 Laboratory sample identification26-1682
Linked DIME Sample ID The fabricator/manufacturer/facility nameImport - Moorpark Quarry #4425
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: 2026-05-08-24
DIME Test ID: 2026-05-08-24-1
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: 2026-05-12

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Manuel Uy
Date of test: 05/08/2026
Sum of Count or Density: 17807 g/cc
Average of Count or Density: 5936 g/cc
Sum of Moisture Count: 925 g/cc
Average of Moisture Count: 308 g/cc
Count Ratio Density: 2.07
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 94.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2026 ✔