Summary for Test 2016-10-13-3-3
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 | 10/13/2016 | 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 | 10/18/2016 |
| Sample type | Quality Assurance | A brief description of the sample | HRC 120 End Anchors |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Tory | Last name of sampler or witnessed by | Mclaurin |
| 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 | C940280 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L6728716 | 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) | 4059836 | Head Manufacturer Lot Number(s) | 50 |
| Rebar Size | #6 | Headed Bar Model Name | HRC 120 |
| Size of Head | Reduced Size - 4x | Head Connection Type | Inertia Weld |
| Head Shape | Square | Rebar Manufacturer | CMC Rebar |
| Head Manufacturer | HRC | Head Fabricator | HRC |
| Material Standard Code | ASTM A706 | Headed Bar Unique ID | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2016-10-13-3
DIME Test ID: 2016-10-13-3-3
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: 2016-10-19
Test Results
Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 10/18/2016
UTM: 400KIP
Temperature: 72 F
| Num | Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|
| 1 | 50 | 0.44 | 41430 | 94160 | Bar Broke | Fred |
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 10/19/2016 ✔