Summary for Test 2025-04-07-94-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 993831
DEA: 081J6204
DIST-CO-RTE-PM08-SBD-5713-
Award Date06/21/2024
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionSAN BERNARDINO COUNTY AT THE ESSEX MAINTENANCE STATION AT 11165 NATIONAL TRAILS HIGHWAY ESSEX, CALIFORNIA 92332
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date04/07/2025 Sample Unique Key94
Date that the sample was received by the laboratory/organization performing the testing04/07/2025 Sample typeQuality Assurance
A brief description of the sampleSubgrade The quantity of what the sample constitutes1 bag
From where was the sample collectedJob Site First name of sampler or witnessed bymohammed
Last name of sampler or witnessed byHaque Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameN/A
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 collectedPad
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-04-07-94
DIME Test ID: 2025-04-07-94-1
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: 2025-05-13

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: mohammed Haque
Date of test: 04/07/2025
Sum of Count or Density: 1727 g/cc
Average of Count or Density: 2494 g/cc
Sum of Moisture Count: 749 g/cc
Average of Moisture Count: 88 g/cc
Calculated Percent Relative Compaction: 95.5 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2025 ✔