Test 2021-08-31-8-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214995
DEA: 040J5304
EFIS: 0414000010
DIST-CO-RTE-PM04-ALA-880-11.4/12.2
Work DescriptionPATTERSON SLOUGH BRIDGE DECK REHAB
Location DescriptionALAMEDA COUNTY IN FREMONT FROM 0.4 MILE SOUTH TO 0.4 MILE NORTH OF PATTERSON SLOUGH BRIDGE
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key8
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 testing9/3/2021
Sample typeQuality Assurance A brief description of the sampleD250L Bar Lock Coupler
The quantity of what the sample constitutes8 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byCarpenter
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameDayton Superior Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-070-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCascade
Coupler ManufacturerDayton Intermediate Assembler or Fabricator
Rebar Size#6 Coupler Model250DL
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A180950 Rebar Heat Number(s)091421
Rebar Size 2 6
Test Details
DIME Sample ID: 2021-08-31-8
DIME Test ID: 2021-08-31-8-1
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: 2021-09-07
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/02/2021
UTM:400kip
Temperature:72.00 f
Halo ID:Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 6/19mmA180950-0.0020.444213195751Service Splicefsaylor

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

Test was verified on 09/07/2021