Summary for Test 2024-09-25-10-2
Test performed: ASTM A722-18Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 09/25/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 10/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | One (1) 1-3/8" Threaded Bar and one (1) 1-3/8" Threaded Bar Assembly with Coupler |
| The quantity of what the sample constitutes | 32 assemblies | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Preston | Last name of sampler or witnessed by | Brockett |
| Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 5627836180 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Williams Form Engineering San Diego | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L175-147-24 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Threaded Bar | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Threaded Bar Specification | ASTM A722 | Threaded Bar Grade | 150 |
| Threaded Bar Type | Deformed | Rebar Size | |
| Nut Specification for Threaded Bar | ASTM A29 | System Manufacturer | Williams Form Engineering San Diego |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | Uncoated | Bar Heat Number(s) | 58052332 |
| Nut Heat Number(s) | 20762050 | Bar Lot Number | 58052332/03 |
| Nut Lot Number | 36G9D | Coupler Heat Number(s) | 5395608 |
| Coupler Grade | ASTM A29 |
Test Details
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DIME Sample ID: 2024-09-25-10
DIME Test ID: 2024-09-25-10-2
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: 2024-10-08
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 10/07/2024
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 | 2 | ASTM A722 Type II Deformed Bar 1 3/8 : 36mm | 1.58 | 158639 | 133.43 | 0 | 100 | A722 Bar and Nut and Coupler | aauvinen |
General comments (publicly viewable) (Max 1000 characters): A722 Bar and Nut and Coupler
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.
Test was verified on 10/8/2024 ✔