Summary for Test 2017-08-04-1-3
Test performed: ASTM A722-15Project Information
| Project Identifiers | Project ID: 211669 DEA: 022C0904 EFIS: 0200000161 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-50.6/51.7 |
| Award Date | 11/16/2016 |
| Closeout Date | 11/12/2020 |
| Work Description | BRIDGE WIDENING AND DECK REPLACEMENT, HMA, MGS AND CULVERT REPLACEMENT |
| Location Description | PLUMAS COUNTY NEAR QUINCY FROM 0.6 MILE WEST TO 0.5 MILE EAST OF SPRING GARDEN BRIDGE OVERHEAD |
| QA Service Level | 1 (Verified on 10/25/2016) |
Sample Information
| Sample Taken Date | 08/04/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/08/2017 | Sample type | Quality Assurance |
| A brief description of the sample | 1 inch all-thread bar | The quantity of what the sample constitutes | 101 of 4 foot bars |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Russell |
| Last name of sampler or witnessed by | Lynch | Title of sampler | QAI |
| Telephone number of sampler | (213) 538-8219 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Williams Form Eng |
| Transportation Laboratory (TL) Number | C939701 | Inspector Lot Number from the Transportation Laboratory (TL) Form | L96-126-17 |
| Structure unique identifier | Not set | Structure name | Not set |
| 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 | 1" |
| Nut Specification for Threaded Bar | A29 | System Manufacturer | Eaton Steel |
| Epoxy Coating Color | NA | Threaded Bar Application | Threaded Bar |
| Coating Standards | Uncoated | Bar Heat Number(s) | 62139078 |
| Nut Heat Number(s) | NF15203286, 396574 | Bar Lot Number | Unknown |
| Nut Lot Number | 26F1D, 26D5D | Coupler Heat Number(s) | N/A |
| Coupler Grade | N/A |
Test Details
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DIME Sample ID: 2017-08-04-1
DIME Test ID: 2017-08-04-1-3
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: 2017-08-16
Test Results
Number of Threaded Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 08/09/2017
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 | 3 | A722 1\" Threaded Bar & Nut | L96-126-17 | 0.748 | 167664 | 140141 | 0 | 37.6 | A722 Threaded Bar and Nut | Brian |
General comments (publicly viewable) (Max 1000 characters): A722 Threaded Bar and Nut
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 8/9/2017 ✔