Summary for Test 2024-02-28-1-1
Test performed: ASTM A722-18Project Information
| Project Identifiers | Project ID: 212773 DEA: 044A8004 EFIS: 0400001164 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-30.5 |
| Award Date | 03/14/2022 |
| Closeout Date | Not set |
| Work Description | LAKE MERRITT RAILROAD BRIDGE REPLACEMENT |
| Location Description | STATE HIGHWAY IN ALAMEDA COUNTY IN OAKLAND AT LAKE MERRITT CHANNEL |
| QA Service Level | 1 (Verified on 09/09/2019) |
Sample Information
| Sample Taken Date | 02/28/2024 | 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 | 03/07/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1 1/4" Left hand Threaded Bar |
| The quantity of what the sample constitutes | 16 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Adrian | Last name of sampler or witnessed by | Sanchez |
| Title of sampler | Telephone number of sampler | 2137133499 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Williams Form Engineering-SD | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L159-024-24 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | SMTL TM5 - Threaded Bar | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Threaded Bar Specification | ASTM A722 | Threaded Bar Grade | 722 |
| Threaded Bar Type | Rebar Size | ||
| Nut Specification for Threaded Bar | ASTM A29 | System Manufacturer | Schwager Davis |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | ASTM A123 galvanized | Bar Heat Number(s) | 58055773 |
| Nut Heat Number(s) | 79000700 | Bar Lot Number | |
| Nut Lot Number | Coupler Heat Number(s) | ||
| Coupler Grade |
Test Details
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DIME Sample ID: 2024-02-28-1
DIME Test ID: 2024-02-28-1-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Test Release Date: 2024-04-19
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 04/18/2024
UTM: 400kip
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 | 1 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 58055773 | 1.224 | 167909 | 142.13 | 0 | 20.3 | A722 Bar and Nut - Reduction of Area | aauvinen |
General comments (publicly viewable) (Max 1000 characters): A722 Bar and Nut - Reduction of Area
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.
Test was verified on 4/19/2024 ✔