Summary for Test 2024-01-30-2-1
Test performed: ASTM A722-18Project Information
| Project Identifiers | Project ID: 994245 DEA: 051H4304 EFIS: 0516000073 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-21.4/21.9 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | San Jose Creek Bridge replacement |
| Location Description | SANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 01/30/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/08/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 1 1/4" 150 ksi all thread bar | The quantity of what the sample constitutes | 15 Threaded Bars |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Osiel |
| Last name of sampler or witnessed by | Ramirez | Title of sampler | Quality Assurance Inspector |
| Telephone number of sampler | (916) 767-3535 | 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 | L123-004-24 | |
| 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 | 722 |
| Threaded Bar Type | Deformed | Rebar Size | #10 |
| Nut Specification for Threaded Bar | ASTM E112 Grade 1045 | System Manufacturer | Williams Form Enginerring |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | Uncoated | Bar Heat Number(s) | 58055774/04 |
| Nut Heat Number(s) | n/a | Bar Lot Number | Lot 1-04 |
| Nut Lot Number | n/a | Coupler Heat Number(s) | N/A |
| Coupler Grade | n/a |
Test Details
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DIME Sample ID: 2024-01-30-2
DIME Test ID: 2024-01-30-2-1
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: 2024-02-09
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 02/09/2024
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 | 58055774 | 1.204 | 166117 | 142.71 | 0 | 29.2 | A722 Bar - Reduction of Area | aauvinen |
General comments (publicly viewable) (Max 1000 characters): A722 Bar - 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 2/9/2024 ✔