Summary for Test 2017-01-25-7-1
Test performed: ASTM A615-15Project Information
| Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-2.4/4.0 |
| Award Date | 08/14/2012 |
| Closeout Date | 02/20/2020 |
| Work Description | Widen and Realign Freeway and Construct Ped OC, OC and UC Structures. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING |
| QA Service Level | 1 (Verified on 11/26/2012) |
Sample Information
| Sample Taken Date | 01/25/2017 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 01/31/2017 |
| Sample type | Quality Assurance | A brief description of the sample | A615 Grade 75 Threaded Bar |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Bahjat | Last name of sampler or witnessed by | Dagher |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Williams | Transportation Laboratory (TL) Number | C953153 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L9300117 | 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 | Production Testing |
|---|---|---|---|
| Threaded Bar Specification | ASTM A615 | Threaded Bar Grade | 75 |
| Threaded Bar Type | Deformed | Rebar Size | #10 |
| Nut Specification for Threaded Bar | A615 | System Manufacturer | Williams Form |
| Epoxy Coating Color | NA | Threaded Bar Application | Soil Nail |
| Coating Standards | Uncoated | Bar Heat Number(s) | PL16107210 |
| Nut Heat Number(s) | 5173645 | Bar Lot Number | N/A |
| Nut Lot Number | 10H5D | Coupler Heat Number(s) | N/A |
| Coupler Grade | N/A |
Test Details
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DIME Sample ID: 2017-01-25-7
DIME Test ID: 2017-01-25-7-1
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: 2017-02-10
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 02/03/2017
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 | Williams #10 Bar Heat #PL16107210, Nut Heat | L9300117 | 1.27 | 107536 | 81777 | 8.9 | A615 Bar & Nut | Fred |
General comments (publicly viewable) (Max 1000 characters): A615 Bar & Nut
Test Graph
Source: Partner Data Point FileTest was verified on 2/3/2017 ✔