Summary for Test 2024-01-30-2-2
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 | REPLACE STRUCTURAL CONCRETE BRIDGES. |
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 |
---|---|---|---|
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 | 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 |
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
DIME Sample ID: 2024-01-30-2
DIME Test ID: 2024-01-30-2-2
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: 2024-02-09
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 | 2 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 58055774 | 1.25 | 174149 | 140.85 | 8 | 100 | A722 Bar - Elongation and Tensile | aauvinen |
General comments (publicly viewable) (Max 1000 characters): A722 Bar - Elongation and Tensile
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 ✔