Summary for Test 2021-05-04-7-2
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 | 05/04/2021 | Sample Unique Key | 7 |
---|---|---|---|
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 | 05/06/2021 |
Sample type | Quality Assurance | A brief description of the sample | Couplers |
The quantity of what the sample constitutes | 52 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Doe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Camblin Steel | Transportation Laboratory (TL) Number | C740679 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S50-012-21 | 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 | Vinton Steel |
Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | |
Rebar Size | #5 | Coupler Model | Grip Twist |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 201646 | Rebar Heat Number(s) | 2110619 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-05-04-7
DIME Test ID: 2021-05-04-7-2
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: 2021-05-10
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/06/2021
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 | 2 | No. 5/16mm | 1 | 0 | 0.31 | 27787 | 89635 | 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 5/10/2021 ✔