Summary for Test 2021-11-23-3-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-13.33 |
| Award Date | 12/15/2020 |
| Closeout Date | Not set |
| 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 | 11/23/2021 | 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 | 11/24/2021 |
| Sample type | Quality Assurance | A brief description of the sample | #10 HRC 500/510 couplers- Nucor to Gerdau bar |
| The quantity of what the sample constitutes | 92 #10 HRC 500/510 couplers | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Thompson |
| Title of sampler | Associate Steel Inspector | Telephone number of sampler | 510-376-7155 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Conco Rebar | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B9-132-21 | Structure unique identifier | 33-0036 |
| Structure name | ALAMEDA CREEK BRIDGE |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Gerdau Nucor |
| Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | Esteban Birelas |
| Rebar Size | #10 | Coupler Model | 500/510 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 73120296 73118000 | Rebar Heat Number(s) | 3500018016 5804851603 |
| Rebar Size 2 | 10 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-11-23-3
DIME Test ID: 2021-11-23-3-1
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: 2021-11-29
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 11/29/2021
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. 10/32mm | C-01 | 0.0028 | 1.27 | 122849 | 96731 | Ok Necking | bewing |
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 11/29/2021 ✔