Sample Record

DIME Sample ID 2023-08-30-60

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 Date04/22/2026
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)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date08/30/2023 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing09/12/2023 Sample typeQuality Assurance
A brief description of the sampleSCA Bar Lock Couplers The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byshalvin
Last name of sampler or witnessed byprasad Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDayton Superior CMC Rebar
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelSCA Bar 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 TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2023-08-30-60-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)rmacias, CT HQ - Sacramento Structural Materials Testing Laboratory09/12/202309/12/2023
Yes
09/12/2023Service SplicePublic - Test Data Visible
2023-08-30-60-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)rmacias, CT HQ - Sacramento Structural Materials Testing Laboratory09/12/202309/12/2023
Yes
09/12/2023Service SplicePublic - Test Data Visible
2023-08-30-60-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)rmacias, CT HQ - Sacramento Structural Materials Testing Laboratory09/12/202309/12/2023
Yes
09/12/2023Service SplicePublic - Test Data Visible
2023-08-30-60-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)rmacias, CT HQ - Sacramento Structural Materials Testing Laboratory09/12/202309/12/2023
Yes
09/12/2023Service SplicePublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2023-08-30-60-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-08-30-60-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-08-30-60-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2023-08-30-60-4 CTM 670-December 2013 (Verified)