Sample Record

DIME Sample ID 2018-07-09-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212574
DEA: 02368414
EFIS: 0215000066
DIST-CO-RTE-PM02-SHA-44-R4.6/R6.4
Award Date10/13/2017
Closeout Date11/24/2021
Work DescriptionCONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA
Location DescriptionSHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/28/2017)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date07/09/2018 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing07/09/2018 Sample typeQuality Assurance
A brief description of the samplesize 14 epoxy coated rebar couplers The quantity of what the sample constitutes25
From where was the sample collectedJob Site First name of sampler or witnessed byEric
Last name of sampler or witnessed byChaffee Title of samplerSR
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameBarSplice
Transportation Laboratory (TL) NumberC733276 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 TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A615
Material Grade60 Rebar ManufacturerCascade Steel
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size14 Coupler ModelGrip Twist
Coating StandardsASTM A775 Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)Grip Twist male A160392 Grip Twist female A1 Rebar Heat Number(s)201318, 201418, 471117,
Rebar Size 2 Not set Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2018-07-09-3-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/201807/10/2018
Yes
07/18/2018Bar Pulled Out of CouplerPublic - Test Data Visible
2018-07-09-3-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/201807/10/2018
Yes
07/18/2018necking okayPublic - Test Data Visible
2018-07-09-3-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/201807/10/2018
Yes
07/18/2018necking okayPublic - Test Data Visible
2018-07-09-3-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory07/10/201807/10/2018
Yes
07/18/2018necking okayPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2018-07-09-3-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-07-09-3-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-07-09-3-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2018-07-09-3-4 CTM 670-December 2013 (Verified)