DIME - Sample Record for DIME Sample ID 2021-12-03-39

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Sample Record

Owner Lab

CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-12-03-39

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Project Information

Project Identifiers	Project ID: 212779 DEA: 021H5804 EFIS: 0216000024
DIST-CO-RTE-PM	02-PLU-70-58.4/R78.4
Award Date	Not set
Closeout Date	Not set
Work Description	Not set
Location Description	Not set
QA Service Level	1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date	12/03/2021	Sample Unique Key	39
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 testing	12/06/2021
Sample type	Preliminary	A brief description of the sample	1 bag of soil for use in geogrid embankment design
The quantity of what the sample constitutes	Existing soil at 02-PLU-70-58.9	From where was the sample collected	Job Site
First name of sampler or witnessed by	Scott	Last name of sampler or witnessed by	Lewis
Title of sampler	Engineering Geologist	Telephone number of sampler	(530) 225-3516
Laboratory sample identification	D78983	Linked DIME Sample ID
The fabricator/manufacturer/facility name	N/A	Transportation Laboratory (TL) Number	876433
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Information

Material Type	Soil	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 collected	02-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 sampled	In situ

Submitted Tests

DIME Test ID	Test Method	Tester Name, Testing Lab	Date Tested	Submitted By	Verified?	Release Date	Test Comments
2021-12-03-39-1	THIS TEST HAS BEEN SUPERSEDED. CTM 203-February 2008: Mechanical Analysis of Soils	Natalie Rivinius and K. R.Dorado, CT D02 - Redding Northern Regional Laboratory	12/28/2021	Darrell Valasek	Yes	01/03/2022	THIS TEST HAS BEEN SUPERSEDED. The 24-hr hydrometer reading was taken at 25-hr. Thus, the 1 micron value may be very slightly low.
2021-12-03-39-2	THIS TEST HAS BEEN SUPERSEDED.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 Laboratory	12/08/2021	Darrell Valasek	Yes	01/03/2022	THIS TEST HAS BEEN SUPERSEDED.
2021-12-03-39-3	THIS 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 Laboratory	12/15/2021	Darrell Valasek	Yes	01/03/2022	THIS TEST HAS BEEN SUPERSEDED.
2021-12-03-39-4	CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates	Karen Rios Dorado, CT D02 - Redding Northern Regional Laboratory	01/08/2022	Ward Jenkins	Yes	01/20/2022	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.
2021-12-03-39-5	THIS TEST HAS BEEN SUPERSEDED. CTM 203-February 2008: Mechanical Analysis of Soils	Natalie Rivinius and K. R.Dorado, CT D02 - Redding Northern Regional Laboratory	01/08/2022	Ward Jenkins	Yes	01/20/2022	THIS 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.
2021-12-03-39-6	CTM 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 Laboratory	01/14/2022	Ward Jenkins	Yes	01/20/2022
2021-12-03-39-7	CTM 203-February 2008: Mechanical Analysis of Soils	Natalie Rivinius and K. R.Dorado, CT D02 - Redding Northern Regional Laboratory	01/08/2022	Ward Jenkins	Yes	01/21/2022	The 5 and 1 micron are in reverse order. The correct value is now with each size.

Sample File Attachments

File Name	Extension	Date Uploaded	Actions
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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)