Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-12-03-39

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date12/03/2021 Sample Unique Key39
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 testing12/06/2021
Sample typePreliminary A brief description of the sample1 bag of soil for use in geogrid embankment design
The quantity of what the sample constitutesExisting soil at 02-PLU-70-58.9 From where was the sample collectedJob Site
First name of sampler or witnessed byScott Last name of sampler or witnessed byLewis
Title of samplerEngineering Geologist Telephone number of sampler(530) 225-3516
Laboratory sample identificationD78983 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number876433
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-PLU-70-58.92 from slope on North side of road, 0 to 0.83 ft. depth
Where the material sample would have been placed if not sampledIn situ

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-12-03-39-1THIS TEST HAS BEEN SUPERSEDED.
CTM 203-February 2008: Mechanical Analysis of Soils
Natalie Rivinius and K. R.Dorado, CT D02 - Redding Northern Regional Laboratory12/28/2021Darrell Valasek
Yes
01/03/2022THIS TEST HAS BEEN SUPERSEDED.
The 24-hr hydrometer reading was taken at 25-hr. Thus, the 1 micron value may be very slightly low.
2021-12-03-39-2THIS TEST HAS BEEN SUPERSEDED.
CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Darrell Valasek, CT D02 - Redding Northern Regional Laboratory12/08/2021Darrell Valasek
Yes
01/03/2022THIS TEST HAS BEEN SUPERSEDED.
2021-12-03-39-3THIS TEST HAS BEEN SUPERSEDED.
CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Natalie Rivinius, CT D02 - Redding Northern Regional Laboratory12/15/2021Darrell Valasek
Yes
01/03/2022THIS TEST HAS BEEN SUPERSEDED.
2021-12-03-39-4CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesKaren Rios Dorado, CT D02 - Redding Northern Regional Laboratory01/08/2022Ward Jenkins
Yes
01/20/2022The presence 1½″ particles in a relatively small sample could cause the percentage of the sample reported passing the coarser sieves to not accurately represent the general population. A few additional or missing large stones can shift the entire gradation up or down proportionately.
2021-12-03-39-5THIS TEST HAS BEEN SUPERSEDED.
CTM 203-February 2008: Mechanical Analysis of Soils
Natalie Rivinius and K. R.Dorado, CT D02 - Redding Northern Regional Laboratory01/08/2022Ward Jenkins
Yes
01/20/2022THIS TEST HAS BEEN SUPERSEDED.
The presence 1½″ particles in a relatively small sample could cause the percentage of the sample reported passing the coarser sieves to not accurately represent the general population. A few additional or missing large stones can shift the entire gradation up or down proportionately.
2021-12-03-39-6CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Karen Rios Dorado, CT D02 - Redding Northern Regional Laboratory01/14/2022Ward Jenkins
Yes
01/20/2022
2021-12-03-39-7CTM 203-February 2008: Mechanical Analysis of SoilsNatalie Rivinius and K. R.Dorado, CT D02 - Redding Northern Regional Laboratory01/08/2022Ward Jenkins
Yes
01/21/2022The 5 and 1 micron are in reverse order. The correct value is now with each size.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2021-12-03-39-1 CTM 203-February 2008 (Verified)
DIME Test ID: 2021-12-03-39-2 CTM 202-November 2011 (Verified)
DIME Test ID: 2021-12-03-39-3 CTM 204-June 2010 (Verified)
DIME Test ID: 2021-12-03-39-4 CTM 202-November 2011 (Verified)
DIME Test ID: 2021-12-03-39-5 CTM 203-February 2008 (Verified)
DIME Test ID: 2021-12-03-39-6 CTM 204-June 2010 (Verified)
DIME Test ID: 2021-12-03-39-7 CTM 203-February 2008 (Verified)