Test 2021-11-23-3-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Sample Information
Sample Taken Date11/23/2021 Sample Unique Key3
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 testing11/24/2021
Sample typeQuality Assurance A brief description of the sample#10 HRC 500/510 couplers- Nucor to Gerdau bar
The quantity of what the sample constitutes92 #10 HRC 500/510 couplers From where was the sample collectedFabricator
First name of sampler or witnessed byGreg Last name of sampler or witnessed byThompson
Title of samplerAssociate Steel Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameConco Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB9-132-21 Structure unique identifier33-0036
Structure nameALAMEDA CREEK BRIDGE
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerGerdau Nucor
Coupler ManufacturerHRC Intermediate Assembler or FabricatorEsteban Birelas
Rebar Size#10 Coupler Model500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73120296 73118000 Rebar Heat Number(s)3500018016 5804851603
Rebar Size 2 10
Test Details
DIME Sample ID: 2021-11-23-3
DIME Test ID: 2021-11-23-3-1
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: 2021-11-29
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 11/29/2021
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. 10/32mmC-010.00281.2712284996731Ok Neckingbewing

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 11/29/2021