Summary for Test 2024-05-13-2-3
Test performed: ASTM A615-20Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 05/13/2024 | 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 | 06/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | ASTM A108 Grade 80 Nuts |
| The quantity of what the sample constitutes | 1000 | 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 | Associate Steel Inspector | Telephone number of sampler | 707-342-8602 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Nucor Skyline | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L110-069-24 | Structure unique identifier | |
| Structure name |
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 | #8 |
| Nut Specification for Threaded Bar | ASTM A108 | System Manufacturer | Nucor Skyline |
| Epoxy Coating Color | NA | Threaded Bar Application | Soil Nail |
| Coating Standards | Uncoated | Bar Heat Number(s) | na |
| Nut Heat Number(s) | 5393688 5395822 | Bar Lot Number | NA |
| Nut Lot Number | 6173 6402 | Coupler Heat Number(s) | NA |
| Coupler Grade | NA |
Test Details
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DIME Sample ID: 2024-05-13-2
DIME Test ID: 2024-05-13-2-3
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: 2024-06-25
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 06/24/2024
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.8/25mm | 0.79 | 103168 | 80499 | 0 | Nut | aauvinen |
General comments (publicly viewable) (Max 1000 characters): 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 6/25/2024 ✔