Summary for Test 2024-03-08-1-2
Test performed: ASTM A615-20Project Information
| Project Identifiers | Project ID: 994535 DEA: 010H8404 EFIS: 0118000117 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-2.0/2.8 |
| Award Date | 07/21/2023 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, PLACE HMA-A & RHMA, CONST SOLDIER PILE & RETAINING WALLS. |
| Location Description | LAKE COUNTY ABOUT 6 MILES WEST OF UPPER LAKE FROM 0.6 MILE WEST OF IRVINE AVENUE TO 0.1 MILE EAST OF MID LAKE ROAD |
| QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
| Sample Taken Date | 03/08/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | ASTM A615 Grade 80 Bare Size 14 rebar |
| The quantity of what the sample constitutes | 32 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Peterson |
| Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 707-342-8602 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Nucor Skyline Steel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L110-032-24 | 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 A615 | Threaded Bar Grade | 80 |
| Threaded Bar Type | Deformed | Rebar Size | #14 |
| Nut Specification for Threaded Bar | ASTM A576 Grade 1045 | System Manufacturer | Nucor Skyline |
| Epoxy Coating Color | NA | Threaded Bar Application | Soil Nail |
| Coating Standards | Uncoated | Bar Heat Number(s) | 3700035351 |
| Nut Heat Number(s) | 58048414 | Bar Lot Number | 37000353120, 37000353121 |
| Nut Lot Number | W83566, W83559 | Coupler Heat Number(s) | NA |
| Coupler Grade | NA |
Test Details
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DIME Sample ID: 2024-03-08-1
DIME Test ID: 2024-03-08-1-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2024-03-22
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 03/19/2024
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.14/43mm | 2.25 | 121959 | 92095 | 0 | A615 Nut | aauvinen |
General comments (publicly viewable) (Max 1000 characters): A615 Nut
Test Graph
Source: Bluehill Data Point File
WARNING: strain or stress not found in data points imported from Instron machine.
Test was verified on 3/22/2024 ✔