Summary for Test 2016-06-24-3-3
Test performed: ASTM A970-15e1Project Information
| Project Identifiers | Project ID: 210871 DEA: 044G4604 EFIS: 0412000480 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-1.5/14.0 |
| Award Date | 01/28/2016 |
| Closeout Date | 10/17/2019 |
| Work Description | REMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS. |
| Location Description | IN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/12/2016) |
Sample Information
| Sample Taken Date | 06/24/2016 | 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 | 06/28/2016 |
| Sample type | Quality Assurance | A brief description of the sample | End Anchors |
| The quantity of what the sample constitutes | 16 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Russel | Last name of sampler or witnessed by | Lynch |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | HRC CMC Rebar | Transportation Laboratory (TL) Number | C952635 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L9607016 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | SMTL TM5 - Headed Bars | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Rebar Heat Number(s) | 405647 | Head Manufacturer Lot Number(s) | 37 39 43 48 |
| Rebar Size | #6 | Headed Bar Model Name | 120 |
| Size of Head | Reduced Size - 4x | Head Connection Type | Friction Weld |
| Head Shape | Square | Rebar Manufacturer | CMC Rebar |
| Head Manufacturer | HRC | Head Fabricator | CMC Rebar |
| Material Standard Code | ASTM A706 | Headed Bar Unique ID | Not set |
Test Details
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DIME Sample ID: 2016-06-24-3
DIME Test ID: 2016-06-24-3-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2016-06-30
Test Results
Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/29/2016
UTM: 400KIP
Temperature: 72 F
| Num | Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|
| 1 | 37 | 0.44 | 43330 | 98480 | Bar Broke | Brian |
General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 6/30/2016 ✔