Summary for Test 2022-04-14-7-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 |
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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 | 04/14/2022 | Sample Unique Key | 7 |
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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 | 04/18/2022 |
Sample type | Quality Assurance | A brief description of the sample | #6 dayton 101/101A couplers |
The quantity of what the sample constitutes | 30 pieces | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Thompson |
Title of sampler | Associate Steel Inspector | Telephone number of sampler | 510-376-7155 cell |
Laboratory sample identification | Linked DIME Sample ID | 2022-4-14-6 | |
The fabricator/manufacturer/facility name | PJ's rebar | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B9-054-22 | Structure unique identifier | |
Structure name | Panther Creek |
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 | PJs Rebar |
Rebar Size | #6 | Coupler Model | D101/101A |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | N/aNucor | Rebar Heat Number(s) | 3500022246 |
Rebar Size 2 | 6 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2022-04-14-7
DIME Test ID: 2022-04-14-7-2
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: 2022-04-21
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/21/2022
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 | 2 | No. 6/19mm | 1 | 0 | 0.44 | 39384 | 89510 | Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 4/21/2022 ✔