Summary for Test 2022-03-23-3-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215109
DEA: 081C8504
EFIS: 0813000047
DIST-CO-RTE-PM08-RIV-74-0.0/5.8
Award DateNot set
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date03/23/2022 Sample Unique Key3
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 testing03/23/2022
Sample typeQuality Assurance A brief description of the sampleSoil
The quantity of what the sample constitutes224SQF From where was the sample collectedJob Site
First name of sampler or witnessed byZack Last name of sampler or witnessed byroush
Title of samplerCaltrans Consultant Telephone number of sampler
Laboratory sample identification03232022TEST 02 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCTM 231 TEST LOCATION Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collectedAT THE JOBSITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-03-23-3
DIME Test ID: 2022-03-23-3-1
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: 2022-03-23

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Zack roush
Date of test: 03/23/2022
Gage No.: 25577
Test No.: 2
Nuclear By: ZACH ROUSH
Non-Bias Plan No.: 3
Depth: 12
Material No.: NATIVE
Material Type: DRAINAGE
Impact By: ZACH ROUSH
Standard Count Density: 1540 g/cc
Count or Density 1: 240 g/cc
Count or Density 2: 239 g/cc
Count or Density 3: 298 g/cc
Standard Count Moisture: 636 g/cc
Moisture Count 1: 156 g/cc
Moisture Count 2: 159 g/cc
Moisture Count 3: 164 g/cc
Sum of Count or Density: 777.00 g/cc
Average of Count or Density: 259.00 g/cc
Sum of Moisture Count: 479.00 g/cc
Average of Moisture Count: 160.00 g/cc
Count Ratio Density: 0.17
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/23/2022