Summary for Test 2023-10-12-6-1
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 | 10/12/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 10/17/2023 |
| Sample type | Quality Assurance | A brief description of the sample | ALL Threaded Bar 1-1/4 |
| The quantity of what the sample constitutes | 4 Assemblies | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | Lorenzo | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 17029172503 |
| 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 | L115-102-23 | 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 | Deformed | Rebar Size | |
| Nut Specification for Threaded Bar | A29 Grade 1045 | System Manufacturer | Williams Form |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | Uncoated | Bar Heat Number(s) | 58055773 |
| Nut Heat Number(s) | 75075291 Ltr Code 32U5D | Bar Lot Number | |
| Nut Lot Number | Coupler Heat Number(s) | C205720 Ltr Code 32R4D | |
| Coupler Grade | N/A |
Test Details
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DIME Sample ID: 2023-10-12-6
DIME Test ID: 2023-10-12-6-1
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: 2023-11-03
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 10/25/2023
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 | 1.158 | 165915 | 137.21 | 0 | 28.7 | A722 Bar and Nut | aauvinen |
General comments (publicly viewable) (Max 1000 characters): A722 Bar and 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 11/3/2023 ✔