Summary for Test 2019-03-12-1-6
Test performed: ASTM A970-15e1Project Information
Project Identifiers | Project ID: 213470 DEA: 06394604 EFIS: 0600020595 |
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DIST-CO-RTE-PM | 06-FRE-269-10.6/12.4 |
Award Date | 11/02/2018 |
Closeout Date | 10/15/2020 |
Work Description | REPLACE BRIDGES AND RECONSTRUCT ROADWAY. |
Location Description | FRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198 |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 03/12/2019 | Sample Unique Key | 1 |
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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 | 03/14/2019 |
Sample type | Quality Assurance | A brief description of the sample | HRC 120 T-Heads |
The quantity of what the sample constitutes | 4 lots | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Russell | Last name of sampler or witnessed by | Lynch |
Title of sampler | Telephone number of sampler | 3609216934 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | HRC Gerdau Vinton | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L96-056-19 | 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) | 65032496, 1821826 | Head Manufacturer Lot Number(s) | 1 thru 4 |
Rebar Size | 9 | Headed Bar Model Name | HRC 120 |
Size of Head | Full Size - 9x | Head Connection Type | Friction Weld |
Head Shape | Square | Rebar Manufacturer | Gerdau and Vinton |
Head Manufacturer | HRC | Head Fabricator | HRC Fountain Valley |
Material Standard Code | ASTM A706 | Headed Bar Unique ID | Not set |
Test Details
DIME Sample ID: 2019-03-12-1
DIME Test ID: 2019-03-12-1-6
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: 2019-03-22
Test Results
Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Steve
Date of test: 03/15/2019
UTM: 400KIP
Temperature: 72 F
Num | Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By |
---|---|---|---|---|---|---|
1 | 4 | 1 | 97800 | 97800 | Bar Broke | Steve |
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 3/15/2019 ✔