Summary for Test 2023-11-27-36-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212571
DEA: 051F79A4
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-55.9/R56.2
Award Date09/13/2022
Closeout DateNot set
Work DescriptionNojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date11/27/2023 Sample Unique Key36
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 testing12/22/2023
Sample typeQuality Assurance A brief description of the sample#8 Bar Lock Coupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byGhilton Last name of sampler or witnessed byGhilton
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Dayton Superior Transportation Laboratory (TL) Number231127
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 ManufacturerNucor
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#8 Coupler ModelBar Lock S/CA
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)4000005510 Rebar Heat Number(s)3500032057
Rebar Size 2 Coupler Unique IDSL-17-01

Test Details

DIME Sample ID: 2023-11-27-36
DIME Test ID: 2023-11-27-36-1
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: 2023-12-22

Test Results


Number of Samples: 4
Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 12/20/2023
UTM: 400KIP
Halo ID: Small
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11180.790.00067205891213Service SpliceA Auvinen
22180.7907028588968Service SpliceA Auvinen
33180.7907225491460Service SpliceA Auvinen
44180.7907057289331Service SpliceA Auvinen

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2023