Summary for Test 2022-06-23-4-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 993183
DEA: 031H2704
EFIS: 0316000082
DIST-CO-RTE-PM03-YUB-70-R11.2/13.5
Award Date10/14/2021
Closeout DateNot set
Work DescriptionUPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location DescriptionYUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date06/23/2022 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 testing06/23/2022
Sample typeQuality Assurance A brief description of the sample#4 Zap Screwlok Couplers
The quantity of what the sample constitutes150 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byKaveh Last name of sampler or witnessed byAladini
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Steel Group 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#4 Coupler ModelZap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A205906 Rebar Heat Number(s)3500023721
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-06-23-4
DIME Test ID: 2022-06-23-4-2
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: 2022-06-27

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 06/27/2022
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. 4/13mm100.21743287162service splicespaine

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 6/27/2022