Summary for Test 2023-12-21-18-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 993781
DEA: 07322404
EFIS: 0716000055
DIST-CO-RTE-PM07-LA-134-R12.6,R12.9
Award Date08/03/2022
Closeout DateNot set
Work DescriptionREMOVE BRIDGE RAILING AND PLACE CONCRETE BARRIER.
Location DescriptionLOS ANGELES COUNTY IN PASADENA AT ARROYO SECO BRIDGE AND AT THE ORANGE GROVE BOULEVARD ON-RAMP OVERCROSSING
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date12/21/2023 Sample Unique Key18
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 testing01/05/2024
Sample typeQuality Assurance A brief description of the sample#5 DBL Barrel Zap Screwlok
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byPedro Last name of sampler or witnessed byLabrada
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBarSplice CMC 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 ManufacturerCMC
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelDBL BRL Zap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)30802 Rebar Heat Number(s)4132739
Rebar Size 2 Coupler Unique IDSB-17-02

Test Details

DIME Sample ID: 2023-12-21-18
DIME Test ID: 2023-12-21-18-4
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: 2024-01-04

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 01/04/2024
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
14No. 5/16mm1100.312821491014Service 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 1/4/2024