Summary for Test 2021-03-25-1-6
Test performed: ASTM A615-15Project Information
| Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
| Award Date | 11/17/2020 |
| Closeout Date | 02/02/2026 |
| Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
| Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 03/25/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/30/2021 | Sample type | Quality Assurance |
| A brief description of the sample | No 10 A615 Gr 75 Epoxy Coated Threaded Bar | The quantity of what the sample constitutes | Heat 100206742 |
| From where was the sample collected | Fabricator | 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 | L79-014-21 | |
| Structure unique identifier | 33-E0417 | Structure name | |
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Threaded Bar | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Threaded Bar Specification | ASTM A615 | Threaded Bar Grade | 75 |
| Threaded Bar Type | Deformed | Rebar Size | #10 |
| Nut Specification for Threaded Bar | ASTM A108 | System Manufacturer | WIlliams Form ENgineering |
| Epoxy Coating Color | Purple | Threaded Bar Application | Soil Nail |
| Coating Standards | ASTM A934 epoxy | Bar Heat Number(s) | 100206742, 100207534 |
| Nut Heat Number(s) | 75079288, 72076075 | Bar Lot Number | NA |
| Nut Lot Number | 10P7D, 10N3D | Coupler Heat Number(s) | NA |
| Coupler Grade | NA |
Test Details
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DIME Sample ID: 2021-03-25-1
DIME Test ID: 2021-03-25-1-6
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2021-04-05
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/02/2021
UTM: 400kip
Temperature: 72 f
| Num | Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|
| 1 | No.10/32mm | 1.27 | 122140 | 93730 | 0 | A615 Bar | bewing |
General comments (publicly viewable) (Max 1000 characters): A615 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 4/5/2021 ✔