Test 2019-08-06-2-6 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212785
DEA: 04014114
EFIS: 0414000436
DIST-CO-RTE-PM04-ALA-80-2.1
Work DescriptionCONSTRUCT MAINTENANCE BUILDING AND PARKING LOT
Location DescriptionIN ALAMEDA COUNTY IN OAKLAND AT THE SAN FRANCISCO-OAKLAND BAY BRIDGE MAINTENANCE YARD
Sample Information
Sample Taken Date8/6/2019 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/9/2019
Sample typeQuality Assurance A brief description of the sample9 HRC 500-510 couplers
The quantity of what the sample constitutes320 From where was the sample collectedFabricator
First name of sampler or witnessed byHitesh Last name of sampler or witnessed byPatel
Title of samplerQuality Assurance Inspector Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL131-177-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerGerdau CMC
Coupler ManufacturerHRC Gerdau Intermediate Assembler or FabricatorUnknown
Rebar Size9 Coupler Model500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)351817, 73113004 Rebar Heat Number(s)9001052, 6503249602
Rebar Size 2 9
Test Details
DIME Sample ID: 2019-08-06-2
DIME Test ID: 2019-08-06-2-6
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2019-08-20
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/20/2019
UTM:400kip
Temperature:72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 9/29mm1019800698006OK Neckingfsaylor

General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 08/20/2019