Summary for Test 2026-03-14-15-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1001440
DEA: 07370804
EFIS: 0720000139
DIST-CO-RTE-PM07-LA-5-30.6/31.6
Award DateNot set
Closeout DateNot set
Work DescriptionREMOVE CONCRETE PAVEMENT AND BASE, AND PLACE JPCP.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM 0.2 MILE NORTH OF SAN FERNANDO BOULEVARD TO 0.2 MILE SOUTH OF COHASSET STREET
QA Service Level1 (Verified on 08/15/2025)

Sample Information

Sample Taken Date03/14/2026 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing03/14/2026 Sample typeQuality Assurance
A brief description of the sampleExisting Subgrade The quantity of what the sample constitutes2000 SY
From where was the sample collectedJob Site First name of sampler or witnessed byAbdallah
Last name of sampler or witnessed byOsseily Title of samplerField Technician
Telephone number of sampler714-244-2460 Laboratory sample identification26-0941
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: 2026-03-14-15
DIME Test ID: 2026-03-14-15-1
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: 2026-03-24

Test Results


Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Abdallah Osseily
Date of test: 03/14/2026
Sum of Count or Density: 5953 g/cc
Average of Count or Density: 1191 g/cc
Sum of Moisture Count: 548 g/cc
Average of Moisture Count: 110 g/cc
Count Ratio Density: 2.18
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/24/2026 ✔