Summary for Test 2021-03-03-2-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 214099 DEA: 024F5904 EFIS: 0213000010 |
---|---|
DIST-CO-RTE-PM | 02-TEH-5-R25.4 |
Award Date | 07/08/2020 |
Closeout Date | 08/14/2023 |
Work Description | BRIDGE SEISMIC RETROFIT AND SCOUR REPAIR. |
Location Description | TEHAMA COUNTY IN RED BLUFF AT SACRAMENTO RIVER BRIDGE |
QA Service Level | 1 (Verified on 05/07/2019) |
Sample Information
Sample Taken Date | 03/03/2021 | Sample Unique Key | 2 |
---|---|---|---|
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 | 03/04/2021 |
Sample type | Quality Assurance | A brief description of the sample | #8 Dextra Bartec couplers |
The quantity of what the sample constitutes | 150 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Duran |
Title of sampler | SR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Dextra | Transportation Laboratory (TL) Number | |
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 | CMC |
Coupler Manufacturer | Dextra America | Intermediate Assembler or Fabricator | |
Rebar Size | #8 | Coupler Model | Bartec |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | A195481/ 5479 | Rebar Heat Number(s) | 3099893 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-03-03-2
DIME Test ID: 2021-03-03-2-3
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: 2021-03-08
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 03/05/2021
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. 8/25mm | 1 | 0 | 0.79 | 77285 | 97829 | 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 3/8/2021 ✔