Summary for Test 2020-04-10-3-1
Test performed: ASTM A970-15e1Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
---|---|
DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 04/10/2020 | 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 | 04/22/2020 |
Sample type | Quality Assurance | A brief description of the sample | HRC 555 Headed Reinforcement |
The quantity of what the sample constitutes | 2,160 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
Title of sampler | METS QA inspector | Telephone number of sampler | 916-826-6371 |
Laboratory sample identification | Linked DIME Sample ID | Lot #1, 4, 9, 14 | |
The fabricator/manufacturer/facility name | Camblin Steel Service, Benicia | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B22-014-20 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Headed Bars | Production or Authorization Testing | Production Testing |
---|---|---|---|
Rebar Heat Number(s) | 067220 | Head Manufacturer Lot Number(s) | 1 through 15 |
Rebar Size | #6 | Headed Bar Model Name | HRC 555 |
Size of Head | Reduced Size - 4x | Head Connection Type | Inertia Weld |
Head Shape | Circular | Rebar Manufacturer | Cascade Steel |
Head Manufacturer | Camblin Steel Service | Head Fabricator | Camblin Steel Service |
Material Standard Code | ASTM A706 | Headed Bar Unique ID | Not set |
Test Details
DIME Sample ID: 2020-04-10-3
DIME Test ID: 2020-04-10-3-1
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: 2020-04-16
Test Results
Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/14/2020
UTM: 400kip
Temperature: 72 f
Num | Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By |
---|---|---|---|---|---|---|
1 | 1 | 0.44 | 43444 | 98737 | Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point FileTest graph for the Sample
Test was verified on 4/16/2020 ✔