Test 2018-09-13-15-4 (CTM 643-April 2020) Summary

Project Information
Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date9/13/2018 Sample Unique Key15
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 testing9/14/2018
Sample typeInformational A brief description of the sampleSand, Silt Rock, Clay
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of sampler Laboratory sample identificationD77644
The fabricator/manufacturer/facility nameNot applicable 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 collectedPlu 70 PM 63.90
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2018-09-13-15
DIME Test ID: 2018-09-13-15-4
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 643-April 2020: Method for Test for Laboratory Resistivity and pH for Soil and Water
Test Release Date: 2020-08-18
Test Results

The test method used?: Laboratory Resistivity Test for Soil
Input Type: Calculated
Tester's full name: Mike Cruz
Date of test: 09/26/2018
Minimum soil resistance of the lab measurement: 9200 Ohms
Soil sample temperature: 20.2 C
Soil box constant: 1
pH of soil: 6.54
Minimum soil resistance corrected to 15.5: 10281.00 Ohm-cm
Minimum soil resistivity at 15.5:10281 Ohm-cm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/18/2020