DIME » All Projects » Project - DEA: 04160304 » Sample 2021-11-23-3 » Sample Details

Sample Record

DIME Sample ID 2021-11-23-3

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 Date11/23/2021 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing11/24/2021 Sample typeQuality Assurance
A brief description of the sample#10 HRC 500/510 couplers- Nucor to Gerdau bar The quantity of what the sample constitutes92 #10 HRC 500/510 couplers
From where was the sample collectedFabricator First name of sampler or witnessed byGreg
Last name of sampler or witnessed byThompson Title of samplerAssociate Steel Inspector
Telephone number of sampler510-376-7155 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameConco Rebar
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormB9-132-21
Structure unique identifier33-0036 Structure nameALAMEDA CREEK BRIDGE
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerGerdau Nucor
Coupler ManufacturerHRC Intermediate Assembler or FabricatorEsteban Birelas
Rebar Size#10 Coupler Model500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73120296 73118000 Rebar Heat Number(s)3500018016 5804851603
Rebar Size 2 10 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2021-11-23-3-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory11/29/202111/29/2021
Yes
11/29/2021Ok NeckingPublic - Test Data Visible
2021-11-23-3-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory11/29/202111/29/2021
Yes
11/29/2021Ok NeckingPublic - Test Data Visible
2021-11-23-3-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory11/29/202111/29/2021
Yes
11/29/2021Ok NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2021-11-23-3-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-11-23-3-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2021-11-23-3-3 CTM 670-December 2013 (Verified)