Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-04-05-36

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994666
DEA: 020J5304
EFIS: 0219000133
DIST-CO-RTE-PM02-TRI-299-8.3/15
Award DateNot set
Closeout DateNot set
Work DescriptionPavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006.
Location DescriptionNot set
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date04/05/2023 Sample Unique Key36
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 testing04/05/2023
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 identificationD79203 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number895801
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 collected02-TRI-299-11.53, Rt shoulder slope, 0.5-1.5 feet
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
2023-04-05-36-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesJosh Murphy, CT D02 - Redding Northern Regional Laboratory04/07/2023Ward Jenkins
Yes
05/09/2023
2023-04-05-36-2CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory05/05/2023Ward Jenkins
Yes
05/09/2023LL=29, PL=NP, PI=NP, This material was non-plastic (NP).
2023-04-05-36-3CTM 217-June 2011: Method of Test for Sand EquivalentJosh Murphy, CT D02 - Redding Northern Regional Laboratory04/11/2023Ward Jenkins
Yes
05/09/2023SE=19
2023-04-05-36-4CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerColt Sweeny, CT D02 - Redding Northern Regional Laboratory04/20/2023Ward Jenkins
Yes
05/09/2023R=34
2023-04-05-36-5CTM 643-April 2020: Method for Test for Laboratory Resistivity and pH for Soil and WaterDennis Hickey, CT D02 - Redding Northern Regional Laboratory04/26/2023Ward Jenkins
Yes
05/09/2023pH=7.11, ρ=4520Ω∙cm
2023-04-05-36-6ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory05/09/2023Ward Jenkins
Yes
05/09/2023(SM)g, a silty sand with gravel

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-04-05-36-1 CTM 202-November 2011 (Verified)
DIME Test ID: 2023-04-05-36-2 CTM 204-June 2010 (Verified)
DIME Test ID: 2023-04-05-36-3 CTM 217-June 2011 (Verified)
DIME Test ID: 2023-04-05-36-4 CTM 301-March 2000 (Verified)
DIME Test ID: 2023-04-05-36-5 CTM 643-April 2020 (Verified)
DIME Test ID: 2023-04-05-36-6 ASTM D2487-17 (Verified)