Summary for Test 2021-10-08-4-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214511
DEA: 010E0004
EFIS: 0113000091
DIST-CO-RTE-PM01-HUM-101-84.4/84.8
Award Date01/29/2020
Closeout DateNot set
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
QA Service Level1 (Verified on 11/13/2019)

Sample Information

Sample Taken Date10/08/2021 Sample Unique Key4
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 testing10/11/2021
Sample typeQuality Assurance A brief description of the sampleSleeve-Swaged Taper Threaded Grip-Twist SS1707
The quantity of what the sample constitutes20 From where was the sample collectedManufacturer
First name of sampler or witnessed byRigoberto Last name of sampler or witnessed byMarin
Title of sampler Telephone number of sampler9515000685
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 ManufacturerCMC Rebar
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#6 Coupler ModelSS 17 03 Grip Twist
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Male A177056 Female 177527 Rebar Heat Number(s)4111946
Rebar Size 2 6

Test Details

DIME Sample ID: 2021-10-08-4
DIME Test ID: 2021-10-08-4-3
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: 2021-10-12

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/12/2021
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
13No. 6/19mm100.444321498214OK 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 10/12/2021