Summary for Test 2019-05-24-1-1
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 | 05/24/2019 | 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 | 05/30/2019 |
| 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 | Hitesh | Last name of sampler or witnessed by | Patel |
| Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 9168691602 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | HRC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L131-099-19 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Headed Bars | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Rebar Heat Number(s) | 4085648 | Head Manufacturer Lot Number(s) | B1128394 Heat1007795992 |
| 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 Arizona |
| Head Manufacturer | Nucor | 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: 2019-05-24-1
DIME Test ID: 2019-05-24-1-1
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: 2019-06-11
Test Results
Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/31/2019
UTM: 400KIP
Temperature: 72 F
| Num | Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|
| 1 | 25 | 0.44 | 41740 | 94860 | 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 6/4/2019 ✔