Test 2017-02-08-1-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Sample Information
Sample Taken Date2/8/2017 Sample Unique Key1
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 testing2/8/2017
Sample typeQuality Assurance A brief description of the sampleStainless Steel
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byCorey Last name of sampler or witnessed byGardner
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameContractor Materials Company Transportation Laboratory (TL) NumberC704031
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNorth American Stainless
Coupler ManufacturerNorth American Stainless Intermediate Assembler or FabricatorUnknown
Rebar Size#8 Coupler ModelThreaded stainless Coupler
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)M9P1 Rebar Heat Number(s)Y1E0
Rebar Size 2 Not set
Test Details
DIME Sample ID: 2017-02-08-1
DIME Test ID: 2017-02-08-1-1
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: 2017-03-01
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 02/10/2017
UTM:400KIP
Temperature:72 F
Halo ID:Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1110000#8/25mm Stainless steel1-0.00580.7982939104990Pull out of CouplerFred

General comments (publicly viewable) (Max 250 characters): Pull out of Coupler
Test Graph
Source: Partner Data Point File

Test was verified on 02/22/2017