Sample Record

DIME Sample ID 2023-06-29-67

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date06/29/2023 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing07/05/2023 Sample typeDepartment Acceptance
A brief description of the sample2 bags of 3/4-inch Maximum Class 2 Aggregate Base The quantity of what the sample constitutes100 tons
From where was the sample collectedJob Site First name of sampler or witnessed byDanny
Last name of sampler or witnessed byHansen Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79285
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis
Transportation Laboratory (TL) Number851260 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)00-00-0000
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedGrindings from NB 5
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2023-06-29-67-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesJosh Ferency, CT D02 - Redding Northern Regional Laboratory07/11/202310/27/2023
Yes
10/27/2023P1"=100.%, P¾"=99%, P№4=58%, P№30=21%, P№200=7%Public - Test Data Visible
2023-06-29-67-2CTM 217-June 2011: Method of Test for Sand EquivalentJosh Ferency, CT D02 - Redding Northern Regional Laboratory07/13/202310/27/2023
Yes
10/27/2023SE=67Public - Test Data Visible
2023-06-29-67-3CTM 229-June 2011: Method of Test for Durability IndexJosh Ferency and T. McCormick, CT D02 - Redding Northern Regional Laboratory07/20/202310/27/2023
Yes
10/27/2023Dc=76, Df=58, DI=58Public - Test Data Visible
2023-06-29-67-4CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerJosh Murphy and T. McCormick, CT D02 - Redding Northern Regional Laboratory07/19/202310/27/2023
Yes
10/27/2023R=87Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-06-29-67-1 CTM 202-November 2011 (Verified)
DIME Test ID: 2023-06-29-67-2 CTM 217-June 2011 (Verified)
DIME Test ID: 2023-06-29-67-3 CTM 229-June 2011 (Verified)
DIME Test ID: 2023-06-29-67-4 CTM 301-March 2000 (Verified)