Test 2018-03-22-2-1 (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 Date3/22/2018 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 testing3/23/2018
Sample typeQuality Assurance A brief description of the sampleStainless Steel Couplers
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byEric Last name of sampler or witnessed byChaffee
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberC340589
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 TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A955
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)34IR
Rebar Size 2 Not set
Test Details
DIME Sample ID: 2018-03-22-2
DIME Test ID: 2018-03-22-2-1
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 (Tensile Slip)
Test Release Date: 2018-04-03
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 03/27/2018
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#8/25mm0.79-0.0076081476980Service SpliceFred

General comments (publicly viewable) (Max 250 characters): Service Splice
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 03/27/2018