Summary for Test 2021-11-03-4-3
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 | 11/03/2021 | Sample Unique Key | 4 |
---|---|---|---|
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 | 11/04/2021 |
Sample type | Quality Assurance | A brief description of the sample | Dayton Superior #5 |
The quantity of what the sample constitutes | 68 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 916-826-6371 |
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 | B22-110-21 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | Nucor |
Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | Fabricator |
Rebar Size | #5 | Coupler Model | D101A |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 3500018465 | Rebar Heat Number(s) | 3500018465 |
Rebar Size 2 | 5 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-11-03-4
DIME Test ID: 2021-11-03-4-3
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: 2021-11-08
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 11/08/2021
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. 5/16mm | 1 | 0 | 0.31 | 29160 | 94065 | OK Necking | fsaylor |
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 11/8/2021 ✔