Summary for Test 2024-04-04-3-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 995043 DEA: 010A1314 EFIS: 0117000223 |
---|---|
DIST-CO-RTE-PM | 01-MEN-162-8/8.4 |
Award Date | 06/12/2023 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 04/04/2024 | 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 | 04/10/2024 |
Sample type | Quality Assurance | A brief description of the sample | Double Barrel Zap Screwlok |
The quantity of what the sample constitutes | 1 Lot of 60 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Parr |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Conco Reinforcing Benicia | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B373-037-24 | Structure unique identifier | |
Structure name | Eel River Bridge |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
---|---|---|---|
Service or Ultimate | Service | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | Cascade Steel |
Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | |
Rebar Size | #5 | Coupler Model | Double Barrel Zap Screwlok |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 3314 | Rebar Heat Number(s) | 042924 |
Rebar Size 2 | Coupler Unique ID | SB-17-02 |
Test Details
DIME Sample ID: 2024-04-04-3
DIME Test ID: 2024-04-04-3-2
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: 2024-04-10
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 04/10/2024
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 | C01 | 0 | 0.31 | 27652 | 89199 | Service Splice | aauvinen |
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 4/10/2024 ✔