Summary for Test 2022-12-07-29-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215255
DEA: 040A7714
EFIS: 0420000287
DIST-CO-RTE-PM04-ALA-80-6.4-6.6
Award Date05/03/2021
Closeout Date12/01/2023
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location DescriptionALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date12/07/2022 Sample Unique Key29
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 testing12/08/2022
Sample typeQuality Assurance A brief description of the sample#11 Barlock Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJingan Last name of sampler or witnessed byChen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Dayton Superior Transportation Laboratory (TL) NumberC863976
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 ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelBarlock L Series
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Heats MM20102405 Y3200 MM20102406 MM20105023 Rebar Heat Number(s)6032062 3113082
Rebar Size 2 Coupler Unique IDSL-17-06

Test Details

DIME Sample ID: 2022-12-07-29
DIME Test ID: 2022-12-07-29-3
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: 2022-12-20

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 12/15/2022
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
12No. 11/36mm101.5615166997224Service 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 12/20/2022