Summary for Test 2019-05-17-1-5
Test performed: ASTM A970-15e1Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 05/17/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 05/17/2019 |
| Sample type | Quality Assurance | A brief description of the sample | #6 T-Head bars |
| The quantity of what the sample constitutes | 2 lots | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Raymond | Last name of sampler or witnessed by | Aludino |
| Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 9167300054 |
| Laboratory sample identification | Linked DIME Sample ID | N/A | |
| The fabricator/manufacturer/facility name | HRC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L129-001-19 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | SMTL TM5 - Headed Bars | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Rebar Heat Number(s) | 9000312 | Head Manufacturer Lot Number(s) | B1127341 |
| Rebar Size | 6 | Headed Bar Model Name | HRC 150 |
| Size of Head | Reduced Size - 4x | Head Connection Type | Friction Weld |
| Head Shape | Circular | Rebar Manufacturer | CMC |
| Head Manufacturer | Nucor | Head Fabricator | HRC |
| Material Standard Code | ASTM A615 | Headed Bar Unique ID | Not set |
Test Details
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DIME Sample ID: 2019-05-17-1
DIME Test ID: 2019-05-17-1-5
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: 2019-05-31
Test Results
Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/24/2019
UTM: 400KIP
Temperature: 72 F
| Num | Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|
| 1 | 20 | 0.44 | 44010 | 100020 | 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 5/24/2019 ✔