Summary for Test 2020-02-03-10-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214681
DEA: 021H5104
EFIS: 0216000148
DIST-CO-RTE-PM02-TEH-99-9.0/9.3
Award Date11/04/2021
Closeout DateNot set
Work DescriptionCHAMPLIN SLOUGH
Location DescriptionREPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date02/03/2020 Sample Unique Key10
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 testing02/04/2020
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutesStructural Section Recomendation 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 identificationD78326 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number824578
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 sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collected02-TEH-99-9.25, Embankment, 0.5 - 1.0 foot Depth
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2020-02-03-10
DIME Test ID: 2020-02-03-10-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-02-19

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 02/06/2020
Temperature correction: 0
Temperature of solution: 21.6
Clay reading (test 1): 13
Sand reading (test 1): 1.5
Sand equivalent (test 1): 12
Sand equivalent before temperature correction: 12
Sand equivalent after temperature correction: 12
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/19/2020