Summary for Test 2025-06-12-12-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995447
DEA: 060X2604
EFIS: 0618000045
DIST-CO-RTE-PM06-TUL-198-1.6/43.9
Award Date03/13/2024
Closeout Date07/27/2026
Work DescriptionREMOVE, INSTALL, AND REPAIR DRAINAGE FACILITIES.
Location DescriptionTULARE COUNTY IN AND NEAR VISALIA AT VARIOUS LOCATIONS FROM 1.6 MILES EAST OF KINGS COUNTY LINE TO 0.2 MILE WEST OF SEQUOIA NATIONAL PARK BOUNDARY
QA Service Level1 (Verified on 11/16/2023)

Sample Information

Sample Taken Date06/12/2025 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing06/12/2025 Sample typeQuality Assurance
A brief description of the sampleNative Material The quantity of what the sample constitutesCTM 231 Sample Site
From where was the sample collectedJob Site First name of sampler or witnessed byJason
Last name of sampler or witnessed byRuiz Title of samplerConsultant Tester
Telephone number of sampler Laboratory sample identification68
Linked DIME Sample ID The fabricator/manufacturer/facility nameNone
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: 2025-06-12-12
DIME Test ID: 2025-06-12-12-1
Testing Lab: CT D06 - Visalia Field Laboratory
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: 2025-06-13

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 06/12/2025
Sum of Count or Density: 6.59 g/cc
Average of Count or Density: 2.2 g/cc
Sum of Moisture Count: 0.45 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 97.8 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/13/2025 ✔