Summary for Test 2023-04-27-27-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
Award Date05/27/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date04/27/2023 Sample Unique Key27
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 testing04/27/2023
Sample typeVerification A brief description of the sampleNative Soil
The quantity of what the sample constitutes1000 sq yd From where was the sample collectedJob Site
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameEast Shoulder North of bridge

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 collectedRoadway
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-04-27-27
DIME Test ID: 2023-04-27-27-1
Testing Lab: CT D06 - Millbrook 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: 2023-04-28

Test Results

Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/27/2023
Gage No.: 30682
Test No.: 5
Nuclear By: Noah Hunt
Non-Bias Plan No.: 4 Even
Depth: 8
Material No.: no data
Material Type: Native Soil
Impact By: Noah Hunt
Standard Count Density: 1832 g/cc
Count or Density 1: 1039 g/cc
Count or Density 2: 1346 g/cc
Count or Density 3: 1402 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 146 g/cc
Moisture Count 2: 159 g/cc
Moisture Count 3: 159 g/cc
Sum of Count or Density: 3787.00 g/cc
Average of Count or Density: 1262.00 g/cc
Sum of Moisture Count: 464.00 g/cc
Average of Moisture Count: 155.00 g/cc
Count Ratio Density: 0.69
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 93 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
IMG_0450JPG4986.49 KB04/28/20232023-04-27-27-1   Info

Test was verified on 4/28/2023