Test 2021-10-04-43-1 (CTM 231-March 2013) Summary

Project Information
Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Sample Information
Sample Taken Date10/4/2021 Sample Unique Key43
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 testing10/4/2021
Sample typeQuality Assurance A brief description of the sampleClass 1
The quantity of what the sample constitutes30 lbs From where was the sample collectedJob Site
First name of sampler or witnessed byBrent Last name of sampler or witnessed byBarber
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameOHLA 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 sampleClass 1
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedBehind guardrail
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2021-10-04-43
DIME Test ID: 2021-10-04-43-1
Testing Lab: CT D05 - King City 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: 2021-10-18
Test Results

Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Brent Barber
Date of test: 10/18/2021
Gage No.: 36638
Test No.: 1
Nuclear By: Brent Barber
Non-Bias Plan No.: 2
Depth: 4
Material No.: no data
Material Type: Class 1
Impact By: Brent Barber
Standard Count Density: 1964 g/cc
Count or Density 1: 2331 g/cc
Count or Density 2: 2891 g/cc
Count or Density 3: 2218 g/cc
Standard Count Moisture: 703 g/cc
Moisture Count 1: 162 g/cc
Moisture Count 2: 112 g/cc
Moisture Count 3: 210 g/cc
Density: 2.00
Moisture: 0.18
Sum of Count or Density: 7440.00 g/cc
Average of Count or Density: 2480.00 g/cc
Sum of Moisture Count: 484.00 g/cc
Average of Moisture Count: 161.00 g/cc
Count Ratio Density:1.26
Count Ratio Moisture:0.23
Calculated Percent Relative Compaction:91.3 %
Reported Percent Relative Compaction:91 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/18/2021