Summary for Test 2020-10-06-1-3
Test performed: ASTM A722-15Project Information
| Project Identifiers | Project ID: 214099 DEA: 024F5904 EFIS: 0213000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R25.4 |
| Award Date | 07/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE SEISMIC RETROFIT AND SCOUR REPAIR. |
| Location Description | TEHAMA COUNTY IN RED BLUFF AT SACRAMENTO RIVER BRIDGE |
| QA Service Level | 1 (Verified on 05/07/2019) |
Sample Information
| Sample Taken Date | 10/06/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 10/09/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Micro Pile All Thread Bar |
| The quantity of what the sample constitutes | 1 Lot | From where was the sample collected | Source |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Weeks |
| Title of sampler | ASI | Telephone number of sampler | 310 883 8369 |
| 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 | L79-056-20 | 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 | Deformed | Rebar Size | #10 |
| Nut Specification for Threaded Bar | A29 | System Manufacturer | Williams Form Engineering |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | Uncoated | Bar Heat Number(s) | 62150556 |
| Nut Heat Number(s) | 75075291 Code 32U5D | Bar Lot Number | 1 |
| Nut Lot Number | 1 | Coupler Heat Number(s) | 100102769 Code 32M6D |
| Coupler Grade | 150 ksi |
Test Details
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DIME Sample ID: 2020-10-06-1
DIME Test ID: 2020-10-06-1-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Test Release Date: 2020-10-14
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/13/2020
UTM: 2000kip
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 | 3 | ASTM A722 Type II Deformed Bar 1 1/4 : 32mm | 62150556 | 1.25 | 175296.29 | 144.96 | 7.5 | 100 | A722 Bar | fsaylor |
General comments (publicly viewable) (Max 1000 characters): A722 Bar
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.
Test was verified on 10/14/2020 ✔