Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2023-09-18-17

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 993279
DEA: 010E0904
EFIS: 0113000123
DIST-CO-RTE-PM01-MEN-20-33.3/34.4
Award Date05/06/2022
Closeout DateNot set
Work DescriptionCONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310)
Location DescriptionMENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144
QA Service Level1 (Verified on 10/04/2021)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key17
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 testing09/19/2023
Sample typeQuality Assurance A brief description of the sampleBar Lock Coupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byWestin Last name of sampler or witnessed byM
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePlymouth Tubes Transportation Laboratory (TL) Numberc855206
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingRetest
Service or UltimateService Material Standard CodeASTM A706
Material Grade75 Rebar ManufacturerCMC
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelBar-Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)4000005510 Rebar Heat Number(s)6042557 4131060
Rebar Size 2 Coupler Unique IDSL-17-01

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-09-18-17-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory09/19/2023aauvinen
Yes
09/20/2023Service Splice
2023-09-18-17-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory09/19/2023aauvinen
Yes
09/20/2023Service Splice
2023-09-18-17-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory09/19/2023aauvinen
Yes
09/20/2023Service Splice
2023-09-18-17-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)aauvinen, CT HQ - Sacramento Structural Materials Testing Laboratory09/20/2023aauvinen
Yes
09/20/2023Service Splice

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-09-18-17-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-09-18-17-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-09-18-17-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-09-18-17-4 CTM 670-December 2013 (Verified)