Summary for Test 2019-07-23-2-3
Test performed: ASTM A722-15Project Information
| Project Identifiers | Project ID: 213595 DEA: 044G8804 EFIS: 0413000058 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-10.7 |
| Award Date | 12/27/2018 |
| Closeout Date | 05/08/2020 |
| Work Description | SEISMIC RETROFIT , REPLACE APPROACH SLABS AND EROSION CONTROL |
| Location Description | ALAMEDA COUNTY IN FREMONT AT CRANDALL CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 01/28/2019) |
Sample Information
| Sample Taken Date | 07/23/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 07/26/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 2 1/4" threaded bar |
| The quantity of what the sample constitutes | 2 | 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 | Telephone number of sampler | 9167300054 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Williams Form Engineering | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Threaded Bar | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Threaded Bar Specification | ASTM A722 | Threaded Bar Grade | 150 |
| Threaded Bar Type | Rebar Size | ||
| Nut Specification for Threaded Bar | ASTM A29/A576 | System Manufacturer | Nucor |
| Epoxy Coating Color | NA | Threaded Bar Application | |
| Coating Standards | Uncoated | Bar Heat Number(s) | 100894503 |
| Nut Heat Number(s) | L9135 | Bar Lot Number | |
| Nut Lot Number | Coupler Heat Number(s) | MM19101079 | |
| Coupler Grade | ASTM A29 |
Test Details
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DIME Sample ID: 2019-07-23-2
DIME Test ID: 2019-07-23-2-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Test Release Date: 2019-07-30
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/30/2019
UTM: 2000kip
Temperature: 72 f
| Num | Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | ASTM A722 Type II Deformed Bar 2 1/4 : 57mm | NA | 4.08 | 156329.53 | 140.48 | 6.67 | 100 | A722 Bar & Nut | bewing |
General comments (publicly viewable) (Max 1000 characters): A722 Bar & Nut
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.
Test was verified on 7/30/2019 ✔