Summary for Test 2023-11-27-30-2
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 | 07/02/2026 |
| 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 | 11/27/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/11/2023 | Sample type | Quality Assurance |
| A brief description of the sample | #8 Bar Lock Coupler | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ghilton |
| 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 | 231127 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
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 | #8 | 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) | 4000005510 | Rebar Heat Number(s) | 3500032057 |
| Rebar Size 2 | Coupler Unique ID | SL-17-01 |
Test Details
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DIME Sample ID: 2023-11-27-30
DIME Test ID: 2023-11-27-30-2
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: 2023-12-12
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 12/11/2023
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. 8/25mm | 1 | 0 | 0.79 | 59853 | 75763 | 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 12/12/2023 ✔