Summary for Test 2023-09-29-45-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-55.9/R56.2 |
Award Date | 09/13/2022 |
Closeout Date | Not set |
Work Description | Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement. |
Location Description | IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R) |
QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
Sample Taken Date | 09/29/2023 | Sample Unique Key | 45 |
---|---|---|---|
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 testing | 10/13/2023 |
Sample type | Quality Assurance | A brief description of the sample | #9 Bar Lock Couplers |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | NA | Last name of sampler or witnessed by | Ghilton |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nucor Dayton Superior | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Service | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | Nucor |
Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | |
Rebar Size | #9 | Coupler Model | Bar Lock S/CA |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 4000003595 4000005512 4000005513 | Rebar Heat Number(s) | 3500023897 |
Rebar Size 2 | Coupler Unique ID | SL-17-01 |
Test Details
DIME Sample ID: 2023-09-29-45
DIME Test ID: 2023-09-29-45-2
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: 2023-10-23
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 10/23/2023
UTM: 400kip
Temperature: 72.00 f
Halo ID:
Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | No. 9/29mm | 1 | 0 | 1 | 79364 | 79364 | Service Splice | aauvinen |
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 10/23/2023 ✔