Summary for Test 2021-02-24-5-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 215043 DEA: 041W2104 EFIS: 0420000347 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA,ALA-880-14.5, 14.54 |
| Award Date | 06/05/2020 |
| Closeout Date | 08/09/2021 |
| Work Description | Repair concrete girder, deck, barrier rail |
| Location Description | Industrial Blvd OC, NB 880 (bridge 33-0398) |
| QA Service Level | 1 (Verified on 06/25/2020) |
Sample Information
| Sample Taken Date | 02/24/2021 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 02/25/2021 |
| Sample type | Quality Assurance | A brief description of the sample | #5 Bar Lock Couplers |
| The quantity of what the sample constitutes | 100 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Clint | Last name of sampler or witnessed by | Williams |
| Title of sampler | ASR | Telephone number of sampler | 510-385-8257 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RCJ and Associates Inc | 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 | Cascade Steel |
| Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | |
| Rebar Size | #5 | Coupler Model | Bar Lock |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | A195032 / 181738 | Rebar Heat Number(s) | 029421 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-02-24-5
DIME Test ID: 2021-02-24-5-2
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: 2021-02-25
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/25/2021
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 | 28901 | 93228 | 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 2/25/2021 ✔