Summary for Test 2024-07-17-86-8
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 07/17/2024 | Sample Unique Key | 86 |
|---|---|---|---|
| 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 | 07/31/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Barlock couplers |
| The quantity of what the sample constitutes | NA | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | R | Last name of sampler or witnessed by | Duran |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Job Site | Transportation Laboratory (TL) Number | |
| 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 | #11 | Coupler Model | D250 Bar Lock L-Series Type 2 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 4000016129, 4000017378, a231787 | Rebar Heat Number(s) | 3500032333, 3500032332 |
| Rebar Size 2 | Coupler Unique ID | SL-17-06 |
Test Details
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DIME Sample ID: 2024-07-17-86
DIME Test ID: 2024-07-17-86-8
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: 2024-07-31
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 07/22/2024
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 | 8 | No. 11/36mm | 2 | 0 | 1.56 | 139580 | 89475 | 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 7/31/2024 ✔