Summary for Test 2022-01-24-3-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-8.2/8.7 |
| Award Date | 04/21/2020 |
| Closeout Date | Not set |
| Work Description | Panther Creek & Hunter Creek Bridges |
| Location Description | DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 01/24/2022 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 01/31/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Lenton Couplers |
| The quantity of what the sample constitutes | 120 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Carpenter |
| Title of sampler | QA | Telephone number of sampler | 14156081742 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | PJs Rebar | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B24-007-22 | 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 | Intermediate Assembler or Fabricator | PJ Rebar |
| Rebar Size | #9 | Coupler Model | Dayton D101A |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 3500020968 | Rebar Heat Number(s) | 350002096820 |
| Rebar Size 2 | 9 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2022-01-24-3
DIME Test ID: 2022-01-24-3-3
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: 2022-02-04
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/02/2022
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 | 3 | No. 9/29mm | 1 | 0 | 1 | 96354 | 96354 | Service Splice | bewing |
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 2/4/2022 ✔