Summary for Test 2020-01-18-3-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 |
---|---|
DIST-CO-RTE-PM | 02-TRI-36-26.7/27.1 |
Award Date | 11/02/2018 |
Closeout Date | 05/23/2022 |
Work Description | ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION |
Location Description | TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3 |
QA Service Level | 1 (Verified on 03/21/2017) |
Sample Information
Sample Taken Date | 01/18/2020 | 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 | 04/17/2020 |
Sample type | Quality Assurance | A brief description of the sample | Lenton Couplers |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Sears |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nucor | Transportation Laboratory (TL) Number | C691795 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | Lenton | Intermediate Assembler or Fabricator | Unknown |
Rebar Size | #11 | Coupler Model | Lenton Formsaver |
Coating Standards | ASTM A775 epoxy | Shape of Rebar | Straight |
Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
Coupler Component Heat/Lot Number(s) | L9458 | Rebar Heat Number(s) | 1202015689, 1202009475 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2020-01-18-3
DIME Test ID: 2020-01-18-3-3
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: 2020-04-20
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/10/2020
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. 11/36mm | 1 | 0 | 1.56 | 145562 | 93309 | Service Splice | bewing |
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 4/20/2020 ✔