Test 2021-07-21-13-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 215126
DEA: 010G33U4
EFIS: 0120000002
DIST-CO-RTE-PM01-LAK-20-5.1/6.3
Work DescriptionWiden shoulders and replace bridge with box culvert.
Location DescriptionLAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
Sample Information
Sample Taken Date7/21/2021 Sample Unique Key13
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 testing7/22/2021
Sample typeQuality Assurance A brief description of the sample#4 barsplice grip-twist couplers
The quantity of what the sample constitutes424 sets 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 nameCamblin Benicia CMC Barsplice Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB9-018-21 Structure unique identifier
Structure namewall
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC Steel Arizona
Coupler ManufacturerBar Splice Products Intermediate Assembler or FabricatorCamblin Steel Services Inc
Rebar Size#4 Coupler ModelTaper Grip-Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)201646 Rebar Heat Number(s)4107051
Rebar Size 2 4
Test Details
DIME Sample ID: 2021-07-21-13
DIME Test ID: 2021-07-21-13-2
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: 2021-07-22
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/22/2021
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
12No. 4/13mm100.21975898791OK 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 07/22/2021