DIME » All Projects » Project - DEA: 024C9604 » Sample 2023-05-27-1 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-05-27-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 7730
DEA: 024C9604
EFIS: 0200000487
DIST-CO-RTE-PM02-TRI-3-7.1/8.3
Award Date12/06/2012
Closeout Date01/02/2015
Work DescriptionWIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS
Location DescriptionTRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE
QA Service Level1 (Verified on 12/17/2012)

Sample Information

Sample Taken Date05/27/2023 Sample Unique Key1
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 testing05/30/2023
Sample typePer Request A brief description of the sample2 bags of Soil for use in DPPIA
The quantity of what the sample constitutesRoadside Material Sample № 1 From where was the sample collectedJob Site
First name of sampler or witnessed byKarl Last name of sampler or witnessed byHarris
Title of samplerTE Telephone number of sampler
Laboratory sample identificationD79251 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number898191
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-3-6.35, approx. 1 foot depth
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
2023-05-27-1-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesWard Jenkins, CT D02 - Redding Northern Regional Laboratory06/02/2023Ward Jenkins
Yes
06/03/2023P2½"=100.%, P2"=94%, P1½"=91%, P1"=87%, P¾"=83%, P½"=77%, P⅜"=73%, P¼"=67%, P№4=63%, P№8=54%, P№16=46%, P№30=38%, P№50=27%, P№100=17%, P№200=12%
2023-05-27-1-3CTM 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 Laboratory06/02/2023Ward Jenkins
Yes
06/03/2023LL=32, PL=NP, PI=NP
2023-05-27-1-4CTM 217-June 2011: Method of Test for Sand EquivalentDennnis Hickey, CT D02 - Redding Northern Regional Laboratory06/02/2023Ward Jenkins
Yes
06/03/2023SE=27
2023-05-27-1-5ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory06/02/2023Ward Jenkins
Yes
06/03/2023A poorly graded sand with silt and gravel, (SP-SM)g. Note: Particle sizes less than 0.075mm are estimated (the D10 value specifically) until a mechanical analysis of the fine material is completed, but is unlikely to change the soil classification.

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-05-27-1-1 CTM 202-November 2011 (Verified)
DIME Test ID: 2023-05-27-1-3 CTM 204-June 2010 (Verified)
DIME Test ID: 2023-05-27-1-4 CTM 217-June 2011 (Verified)
DIME Test ID: 2023-05-27-1-5 ASTM D2487-17 (Verified)