Sample Record

Owner Lab

  • CT D02 - North Region Materials Lab

DIME Sample ID 2020-02-03-10

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214681
DEA: 021H5104
EFIS: 0216000148
DIST-CO-RTE-PM02-TEH-99-9.0/9.3
Award DateNot set
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

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-02-03-10-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesDennis HickeyCT D02 - North Region Materials Lab02/05/2020Ward Jenkins
Yes
02/19/2020End result is correct. Fields are poorly named. It is not clear which values are desired in some fields.
2020-02-03-10-2CTM 217-June 2011: Method of Test for Sand EquivalentKaren SpliethofCT D02 - North Region Materials Lab02/06/2020Ward Jenkins
Yes
02/19/2020
2020-02-03-10-3CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerWard JenkinsCT D02 - North Region Materials Lab02/07/2020Ward Jenkins
Yes
02/19/2020Raw data input requires horizontal pressure and displacement at exactly 300 psi exhudation pressure. Does not interpolate data for the result.
2020-02-03-10-4CTM 643-June 2007: Method for Determining Field and Laboratory Resistivity and pH Measurements for Soil and WaterDarrell ValasekCT D02 - North Region Materials Lab02/06/2020Ward Jenkins
Yes
02/19/2020