Summary for Test 2021-09-23-1-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
| Award Date | 11/17/2020 |
| Closeout Date | 02/02/2026 |
| Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
| Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 09/23/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2021 | Sample type | Quality Assurance |
| A brief description of the sample | #5 HRC 500-520 couplers | The quantity of what the sample constitutes | 132 |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Sherri |
| Last name of sampler or witnessed by | Brannon | Title of sampler | QA Inspector |
| Telephone number of sampler | (916) 826-6371 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | C and N Reinforcing | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | B22-094-21 | |
| 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 | Ultimate | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | CMC |
| Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | C and N Reinforcing |
| Rebar Size | #5 | Coupler Model | 500M/520 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 500-8392421 520-100797418 | Rebar Heat Number(s) | 4109332 |
| Rebar Size 2 | 5 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-09-23-1
DIME Test ID: 2021-09-23-1-1
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: 2021-10-01
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/30/2021
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 | 1 | -0.0006 | 0.31 | 29311 | 94553 | OK Necking | fsaylor |
General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 10/1/2021 ✔