Sample Record

DIME Sample ID 2021-09-23-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date11/17/2020
Closeout Date02/02/2026
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date09/23/2021 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing09/27/2021 Sample typeQuality Assurance
A brief description of the sample#7 HRC 500-520 couplers The quantity of what the sample constitutes48
From where was the sample collectedFabricator First name of sampler or witnessed bySherri
Last name of sampler or witnessed byBrannon Title of samplerQA Inspector
Telephone number of sampler(916) 826-6371 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameC and N Reinforcing
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormB22-095-21
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerHRC Intermediate Assembler or FabricatorC and N Reinforcing
Rebar Size#7 Coupler ModelHRC 500/520
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)500-74120293 520-100101456 Rebar Heat Number(s)4105361
Rebar Size 2 7 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2021-09-23-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory09/30/202109/30/2021
Yes
10/01/2021OK NeckingPublic - Test Data Visible
2021-09-23-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory09/30/202109/30/2021
Yes
10/01/2021OK NeckingPublic - Test Data Visible
2021-09-23-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylor, CT HQ - Sacramento Structural Materials Testing Laboratory09/30/202109/30/2021
Yes
10/01/2021OK NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2021-09-23-2-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-09-23-2-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-09-23-2-3 CTM 670-December 2013 (Verified)