Summary for Test 2020-06-30-2-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-84.4/84.8 |
| Award Date | 01/29/2020 |
| Closeout Date | 11/22/2023 |
| Work Description | BRIDGE RAIL REPLACEMENT. |
| Location Description | HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 11/13/2019) |
Sample Information
| Sample Taken Date | 06/30/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2020 | Sample type | Quality Assurance |
| A brief description of the sample | #5 Lenton Formsaver Coupler | The quantity of what the sample constitutes | 2 lots of 4 formsaver assemblies |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jaime |
| Last name of sampler or witnessed by | Pierson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Con-Fab California Corporation | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
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 | Erico | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | #5 | Coupler Model | FS5FES |
| Coating Standards | ASTM A775 epoxy | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | 8298218 | Rebar Heat Number(s) | 6014006 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2020-06-30-2
DIME Test ID: 2020-06-30-2-1
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: 2020-07-01
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/01/2020
UTM: 400kip
Temperature: 72.00 f
Halo ID: Small
| Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | No. 5/16mm | 2 | 0.0002 | 0.31 | 27674 | 89272 | Service Splice | fsaylor |
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 7/1/2020 ✔