Summary for Test 2025-03-24-58-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date03/24/2025 Sample Unique Key58
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing03/24/2025
Sample typeQuality Assurance A brief description of the sampleRCL2AB
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 identification664 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Fresno 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 Sample Site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-03-24-58
DIME Test ID: 2025-03-24-58-1
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: 2025-04-07

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 03/24/2025
Sum of Count or Density: 5386 g/cc
Average of Count or Density: 1795 g/cc
Sum of Moisture Count: 337 g/cc
Average of Moisture Count: 112 g/cc
Count Ratio Density: 2.15
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 96 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2025