Summary for Test 2021-03-17-33-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Award Date01/02/2020
Closeout DateNot set
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date03/17/2021 Sample Unique Key33
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 testing04/05/2021
Sample typeQuality Assurance A brief description of the sample#11 Zap Screwlock Couplers
The quantity of what the sample constitutes150 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byMatt Last name of sampler or witnessed byCrete
Title of samplerSR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert 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 ManufacturerNucor
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelZap Screwlok Type 2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)MM20102709, MM20104038 Rebar Heat Number(s)3500013239
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-03-17-33
DIME Test ID: 2021-03-17-33-3
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: 2021-04-06

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/06/2021
UTM: 2000kip
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. 11/36mm101.5614717094340Service Splicefsaylor

General comments (publicly viewable) (Max 1000 characters): Service 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 4/6/2021