Summary for Test 2021-04-30-13-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Award Date04/21/2020
Closeout DateNot set
Work DescriptionPanther Creek & Hunter Creek Bridges
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date04/30/2021 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 testing05/10/2021
Sample typeQuality Assurance A brief description of the sample#9 Dayton D101/D101A
The quantity of what the sample constitutes96 splices (various length bars) From where was the sample collectedFabricator
First name of sampler or witnessed byRommoney Last name of sampler or witnessed byWu
Title of samplerMR Telephone number of sampler9164257894
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePJs Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB381-015-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDayton Intermediate Assembler or Fabricator
Rebar Size#7 Coupler ModelDayton D101/D101A
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)3500012919 Rebar Heat Number(s)3500012919
Rebar Size 2 7 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-04-30-13
DIME Test ID: 2021-04-30-13-1
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: 2021-05-13

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/10/2021
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. 9/29mm1-0.003519901799017OK 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 5/13/2021