DIME » All Projects » Project - DEA: 062HT104 » Sample 2018-05-10-4 » Sample Details

Sample Record

DIME Sample ID 2018-05-10-4

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Award Date06/30/2016
Closeout Date09/16/2020
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
QA Service Level1 (Verified on 10/01/2015)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date05/10/2018 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing05/15/2018 Sample typeQuality Assurance
A brief description of the sample10 Grip Twist Couplers The quantity of what the sample constitutes149
From where was the sample collectedManufacturer First name of sampler or witnessed byFares
Last name of sampler or witnessed byThwabah Title of samplerQuality Control Manager
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameMartinez steel
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
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 ManufacturerNucor
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorMartinez Steel Corporation
Rebar Size10 Coupler ModelGrip Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A162317 Rebar Heat Number(s)PL16108873
Rebar Size 2 Not set Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2018-05-10-4-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory05/15/201805/15/2018
Yes
05/22/2018OK NeckingPublic - Test Data Visible
2018-05-10-4-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory05/15/201805/15/2018
Yes
05/22/2018OK NeckingPublic - Test Data Visible
2018-05-10-4-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory05/15/201805/15/2018
Yes
05/22/2018OK NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2018-05-10-4-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-05-10-4-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-05-10-4-3 CTM 670-December 2013 (Verified)