Summary for Test 2021-05-18-6-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 215063 DEA: 032F5704 EFIS: 0300020615 |
---|---|
DIST-CO-RTE-PM | 03-PLA-80-46.3/63.5 |
Award Date | 09/23/2020 |
Closeout Date | 08/11/2023 |
Work Description | Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/16/2020) |
Sample Information
Sample Taken Date | 05/18/2021 | Sample Unique Key | 6 |
---|---|---|---|
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 | 05/19/2021 |
Sample type | Quality Assurance | A brief description of the sample | #10 HRC 500/510 Couplers |
The quantity of what the sample constitutes | 128 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Jamie | Last name of sampler or witnessed by | Doe |
Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 916-838-4505 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Camblin Steel Service | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S50-024-21 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | Nucor |
Coupler Manufacturer | HRC Gerdau | Intermediate Assembler or Fabricator | Camblin Steel Services Inc |
Rebar Size | #10 | Coupler Model | HRC 500/510 |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 73118523 73118000 | Rebar Heat Number(s) | 3500008747 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-05-18-6
DIME Test ID: 2021-05-18-6-3
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: 2021-05-25
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/21/2021
UTM: 2000kip
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. 10/32mm | 1 | 0 | 1.27 | 122487 | 96446 | 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 5/25/2021 ✔