Summary for Test 2021-07-22-3-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215231
DEA: 042A3324
EFIS: 0414000039
DIST-CO-RTE-PM04-ALA-84-10.8/18
Award Date02/22/2021
Closeout Date02/29/2024
Work DescriptionNILES CANYON SAFETY PROJECT
Location DescriptionALAMEDA CREEK BR OH (33-0034) BRIDGE RAIL REPLACEMENT, 2,060 LF; AND STONYBROOK CREEK BRIDGE (SLAB BRIDGE)
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date07/22/2021 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 testing07/23/2021
Sample typeQuality Assurance A brief description of the sample#5 with A2 Lenton Couplers
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerCA METS QA Inspector Telephone number of sampler916-826-6371
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameC and N Reinforcing Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB22-058-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerErico Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelA2 Lenton Couplers
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)L9821 Rebar Heat Number(s)3500017549
Rebar Size 2 5 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-07-22-3
DIME Test ID: 2021-07-22-3-2
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: 2021-07-28

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/28/2021
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. 5/16mm100.312886193099Servce Splicefsaylor

General comments (publicly viewable) (Max 1000 characters): Servce 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 7/28/2021