DIME » All Projects » Project - DEA: 023J5204 » Sample 2024-01-04-48 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2024-01-04-48

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000200
DEA: 023J5204
EFIS: 0222000055
DIST-CO-RTE-PM02-TEH-36-15.7-16.1
Award DateNot set
Closeout DateNot set
Work DescriptionHorse Gulch Curve
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/04/2024 Sample Unique Key48
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 testing01/04/2024
Sample typePreliminary A brief description of the sample Soil for structural section recommendation
The quantity of what the sample constitutes 2 bags From where was the sample collectedSource
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySteiner
Title of samplerADME Telephone number of sampler
Laboratory sample identificationD79395 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number847468
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 collectedLT SH Slope @ TEH 36 PM 16.3
Where the material sample would have been placed if not sampled

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-01-04-48-2CTM 217-June 2011: Method of Test for Sand EquivalentSean Mcwithey, CT D02 - Redding Northern Regional Laboratory01/09/2024Colt Sweeny
Yes
05/06/2024SE=7
2024-01-04-48-3CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerJosh Murphy , CT D02 - Redding Northern Regional Laboratory01/15/2024Colt Sweeny
Yes
05/06/2024Less than 10 R-Value.
2024-01-04-48-4CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Josh Ferency, CT D02 - Redding Northern Regional Laboratory01/11/2024Colt Sweeny
Yes
05/06/2024LL=38.1, PL=23.1, PI=15
2024-01-04-48-5CTM 643-April 2020: Method for Test for Laboratory Resistivity and pH for Soil and WaterJosh Ferency, CT D02 - Redding Northern Regional Laboratory01/10/2024Colt Sweeny
Yes
05/06/2024pH=6.74, p=1712Ω∙cm
2024-01-04-48-6ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory03/25/2024Colt Sweeny
Yes
05/06/2024a Lean clay (CL)
2024-01-04-48-7CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesJosh Murphy , CT D02 - Redding Northern Regional Laboratory01/09/2024Colt Sweeny
Yes
05/06/2024

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-01-04-48-2 CTM 217-June 2011 (Verified)
DIME Test ID: 2024-01-04-48-3 CTM 301-March 2000 (Verified)
DIME Test ID: 2024-01-04-48-4 CTM 204-June 2010 (Verified)
DIME Test ID: 2024-01-04-48-5 CTM 643-April 2020 (Verified)
DIME Test ID: 2024-01-04-48-6 ASTM D2487-17 (Verified)
DIME Test ID: 2024-01-04-48-7 CTM 202-November 2011 (Verified)