Summary for Test 2022-01-06-1-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214995
DEA: 040J5304
EFIS: 0414000010
DIST-CO-RTE-PM04-ALA-880-11.4/12.2
Award Date01/04/2021
Closeout Date04/26/2023
Work DescriptionPATTERSON SLOUGH BRIDGE DECK REHAB
Location DescriptionALAMEDA COUNTY IN FREMONT FROM 0.4 MILE SOUTH TO 0.4 MILE NORTH OF PATTERSON SLOUGH BRIDGE
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date01/06/2022 Sample Unique Key1
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 testing01/07/2022
Sample typeQuality Assurance A brief description of the sampleLinton Couplers
The quantity of what the sample constituteslot of 150 bars From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byCarpenter
Title of samplerQA Telephone number of sampler14156081742
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor HRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-001-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A615
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerEaton Intermediate Assembler or FabricatorConco
Rebar Size#6 Coupler ModelForm Savors
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)9783 9855 Rebar Heat Number(s)3500021994
Rebar Size 2 6 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-01-06-1
DIME Test ID: 2022-01-06-1-2
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: 2022-01-10

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 01/07/2022
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. 6/19mmC-0100.444095193071Service Splicebewing

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 1/10/2022