Summary for Test 2023-05-23-81-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994932
DEA: 020J7104
EFIS: 0219000152
DIST-CO-RTE-PM02-SHA-299-57.5/59
Award DateNot set
Closeout DateNot set
Work DescriptionSHOPP - SAFETY IMPROVEMENTS
Location DescriptionNot set
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date05/23/2023 Sample Unique Key81
Date that the sample was received by the laboratory/organization performing the testing05/23/2023 Sample typePreliminary
A brief description of the sampleSoil for structural section recommendation The quantity of what the sample constitutesStructural Section Recommendation
From where was the sample collectedJob Site First name of sampler or witnessed byBrian
Last name of sampler or witnessed bySteiner Title of samplerAAME
Telephone number of sampler Laboratory sample identificationD79245
Linked DIME Sample ID The fabricator/manufacturer/facility nameIn Situ
Transportation Laboratory (TL) Number847463 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 collected02-SHA-299-58.0, Rt shoulder slope, 0.5-1.5 feet
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-23-81
DIME Test ID: 2023-05-23-81-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-06-30

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 06/01/2023
Temperature correction: 0
Temperature of solution: 69.8
Clay reading (test 1): 13.2
Sand reading (test 1): 1.9
Sand equivalent (test 1): 15
Sand equivalent before temperature correction: 15
Sand equivalent after temperature correction: 15
General comments (publicly viewable) (Max 1000 characters): SE=15

Test was verified on 6/30/2023 ✔