Summary for Test 2023-12-05-81-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213750
DEA: 120K0224
EFIS: 1214000097
DIST-CO-RTE-PM12-ORA-5-14.5/17.1
Award Date03/05/2019
Closeout Date03/13/2025
Work DescriptionSouth County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
QA Service Level1 (Verified on 04/15/2019)

Sample Information

Sample Taken Date12/05/2023 Sample Unique Key81
Date that the sample was received by the laboratory/organization performing the testing02/14/2024 Sample typeQuality Assurance
A brief description of the sampleDouble Bar Zap Screwlock The quantity of what the sample constitutes150
From where was the sample collectedManufacturer First name of sampler or witnessed byVian
Last name of sampler or witnessed byGhazi Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBarSplice
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerVinton Steel LLC
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#8 Coupler ModelDouble Barrel Zap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)3088 Rebar Heat Number(s)2321460
Rebar Size 2 Coupler Unique IDSB-17-02

Test Details

DIME Sample ID: 2023-12-05-81
DIME Test ID: 2023-12-05-81-1
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: 2024-02-15

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 02/15/2024
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
11No. 8/25mm100.797707997568Service Spliceaauvinen

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 2/15/2024 ✔