DIME - Sample Record for DIME Sample ID 2023-05-27-2

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Sample Record

DIME Sample ID 2023-05-27-2

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Project Information

Project Identifiers	Project ID: 7730 DEA: 024C9604 EFIS: 0200000487
DIST-CO-RTE-PM	02-TRI-3-7.1/8.3
Award Date	12/06/2012
Closeout Date	01/02/2015
Work Description	WIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS
Location Description	TRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE
QA Service Level	1 (Verified on 12/17/2012)

Owner Lab

CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date	05/27/2023	Sample Unique Key	2
Date that the sample was received by the laboratory/organization performing the testing	05/30/2023	Sample type	Per Request
A brief description of the sample	2 bags of Soil for use in DPPIA	The quantity of what the sample constitutes	Roadside Material Sample № 2
From where was the sample collected	Job Site	First name of sampler or witnessed by	Karl
Last name of sampler or witnessed by	Harris	Title of sampler	TE
Telephone number of sampler		Laboratory sample identification	D79252
Linked DIME Sample ID		The fabricator/manufacturer/facility name	In Situ
Transportation Laboratory (TL) Number	898192	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

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-TRI-3-6.35, approx. 1 foot depth
Where the material sample would have been placed if not sampled

Submitted Tests

DIME Test ID	Test Method	Tester Name, Testing Lab	Date Tested	Date Added	Verified?	Release Date	Test Comments	Privacy Level
2023-05-27-2-2	CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates	Josh Murphy, CT D02 - Redding Northern Regional Laboratory	06/02/2023	06/03/2023	Yes	06/03/2023	P2½"=100.%, P2"=99%, P1½"=96%, P1"=91%, P¾"=87%, P½"=79%, P⅜"=74%, P¼"=67%, P№4=62%, P№8=51%, P№16=41%, P№30=29%, P№50=16%, P№100=10.%, P№200=8%	Public - Test Data Visible
2023-05-27-2-3	CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)	Dennis Hickey, CT D02 - Redding Northern Regional Laboratory	06/02/2023	06/03/2023	Yes	06/03/2023	LL=19, PL=NP, PI=NP	Public - Test Data Visible
2023-05-27-2-4	CTM 217-June 2011: Method of Test for Sand Equivalent	Dennis Hickey, CT D02 - Redding Northern Regional Laboratory	06/02/2023	06/03/2023	Yes	06/03/2023	SE=34	Public - Test Data Visible
2023-05-27-2-5	ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)	Ward Jenkins, CT D02 - Redding Northern Regional Laboratory	06/02/2023	06/03/2023	Yes	06/03/2023	A poorly graded sand with silt and gravel, (SP-SM)g.	Public - Test Data Visible

Sample File Attachments

File Name	Extension	Date Uploaded	Actions
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Test File Attachments

DIME Test ID: 2023-05-27-2-2 CTM 202-November 2011 (Verified)
DIME Test ID: 2023-05-27-2-3 CTM 204-June 2010 (Verified)
DIME Test ID: 2023-05-27-2-4 CTM 217-June 2011 (Verified)
DIME Test ID: 2023-05-27-2-5 ASTM D2487-17 (Verified)