Summary for Test 2023-07-31-5-2
Test performed: ASTM A722-18Project Information
| Project Identifiers | Project ID: 214998 DEA: 044H0504 EFIS: 0413000080 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-12-25.8-33.3 |
| Award Date | 07/29/2022 |
| Closeout Date | Not set |
| Work Description | BRIDGE SCOUR MITIGATION |
| Location Description | SONOMA COUNTY NEAR SANTA ROSA AT SONOMA CREEK BRIDGE AND AT HOOKER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/10/2020) |
Sample Information
| Sample Taken Date | 07/31/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/03/2023 |
| Sample type | Quality Assurance | A brief description of the sample | A722 Threaded Bar |
| The quantity of what the sample constitutes | 2 sets | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Subramony | Last name of sampler or witnessed by | Krishnamoorthy |
| Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 951-201-4921 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | William Form Engineering | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L88-006-23 | 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 | 150 |
| Threaded Bar Type | Plain | Rebar Size | |
| Nut Specification for Threaded Bar | ASTM A29/A108 | System Manufacturer | William Form |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | Uncoated | Bar Heat Number(s) | 58052332 |
| Nut Heat Number(s) | 75084199 | Bar Lot Number | 5WF06M |
| Nut Lot Number | 36E9D | Coupler Heat Number(s) | |
| Coupler Grade |
Test Details
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DIME Sample ID: 2023-07-31-5
DIME Test ID: 2023-07-31-5-2
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: 2023-08-21
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 08/17/2023
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 | 2 | ASTM A722 Type II Deformed Bar 1 3/8 : 36mm | 1 | 1.58 | 171560.40 | 135.26 | 7.27 | 100 | A722 Bar and Nut Elongation | spaine |
General comments (publicly viewable) (Max 1000 characters): A722 Bar and Nut Elongation
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.
Test was verified on 8/21/2023 ✔