Summary for Test 2017-05-18-1-1
Test performed: ASTM A615-15Project Information
| Project Identifiers | Project ID: 211854 DEA: 043G0804 EFIS: 0400021272 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-30.5 |
| Award Date | 01/20/2017 |
| Closeout Date | 02/27/2019 |
| Work Description | CONSTRUCT ROADWAY AND SOIL NAIL WALLS |
| Location Description | SONOMA COUNTY NEAR FORT ROSS AT 2.6 MILES SOUTH OF FORT ROSS ROAD |
| QA Service Level | 1 (Verified on 03/13/2017) |
Sample Information
| Sample Taken Date | 05/18/2017 | 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 | Not set |
| Sample type | Quality Assurance | A brief description of the sample | No 8 Gr 75 epoxy coupler |
| The quantity of what the sample constitutes | unknown | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ken | Last name of sampler or witnessed by | Varela |
| Title of sampler | Associate Steel Inspector | Telephone number of sampler | 562 440 7716 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Williams Form Eng | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L0805117 | Structure unique identifier | Not set |
| Structure name | 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 | Plain | Rebar Size | 8 |
| Nut Specification for Threaded Bar | unknown | System Manufacturer | Williams Form Eng |
| Epoxy Coating Color | Purple | Threaded Bar Application | Threaded Bar |
| Coating Standards | ASTM A934 epoxy | Bar Heat Number(s) | N/A |
| Nut Heat Number(s) | N/A | Bar Lot Number | N/A |
| Nut Lot Number | N/A | Coupler Heat Number(s) | 395989 |
| Coupler Grade | 75 |
Test Details
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DIME Sample ID: 2017-05-18-1
DIME Test ID: 2017-05-18-1-1
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: 2017-05-31
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/24/2017
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 | 1 | #8 Bar and Nut and Coupler #8N8D | L08 | 0.79 | 122614 | 96322 | 0 | Coupler #8N8D | Brian |
General comments (publicly viewable) (Max 1000 characters): Coupler #8N8D
Test Graph
Source: Partner Data Point FileTest was verified on 5/24/2017 ✔