Sample Record

DIME Sample ID 2019-02-25-8

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 211778
DEA: 04235654
EFIS: 0400000680
DIST-CO-RTE-PM04-SM-101,114-1.3/2.5,5.0/5.3
Award Date02/10/2017
Closeout Date01/08/2020
Work DescriptionRECONSTRUCT INTERCHANGE
Location DescriptionSAN MATEO COUNTY AT VARIOUS LOCATIONS ON ROUTE 101 FROM 0.4 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.6 MILE SOUTH OF HENDERSON UNDERPASS AND ON ROUTE 114 FROM WILLOW ROAD SEPARATION TO NEWBRIDGE STREET
QA Service Level1 (Verified on 10/24/2016)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date02/25/2019 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing03/12/2019 Sample typeQuality Assurance
A brief description of the sample11 HRC 500-510 couplers The quantity of what the sample constitutes8
From where was the sample collectedJob Site First name of sampler or witnessed byOanh
Last name of sampler or witnessed byBluyot Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHRC CMC Rebar
Transportation Laboratory (TL) NumberC934126 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
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 Rebar
Coupler ManufacturerHRC CMC Rebar Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)74108469 75070365 Rebar Heat Number(s)4077835
Rebar Size 2 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2019-02-25-8-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/13/201903/13/2019
Yes
03/21/2019OK NeckingPublic - Test Data Visible
2019-02-25-8-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/13/201903/13/2019
Yes
03/21/2019OK NeckingPublic - Test Data Visible
2019-02-25-8-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/13/201903/13/2019
Yes
03/21/2019OK NeckingPublic - Test Data Visible
2019-02-25-8-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/13/201903/13/2019
Yes
03/21/2019OK NeckingPublic - Test Data Visible
2019-02-25-8-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/13/201903/13/2019
Yes
03/21/2019OK NeckingPublic - Test Data Visible
2019-02-25-8-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory03/13/201903/13/2019
Yes
03/21/2019OK NeckingPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2019-02-25-8-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-02-25-8-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-02-25-8-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-02-25-8-4 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-02-25-8-5 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-02-25-8-6 CTM 670-December 2013 (Verified)