Summary for Test 2017-05-30-1-3
Test performed: ASTM A884-14Project Information
| Project Identifiers | Project ID: 211712 DEA: 07305204 EFIS: 0714000092 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-15.7 |
| Award Date | 11/28/2016 |
| Closeout Date | 10/06/2022 |
| Work Description | CONSTRUCT SOIL NAIL WALL AND ROCK SLOPE PROTECTION. |
| Location Description | VENTURA COUNTY NEAR OJAI AT 0.1 MILE SOUTH OF NORTH FORK MATILIJA CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/12/2016) |
Sample Information
| Sample Taken Date | 05/30/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2017 | Sample type | Quality Assurance |
| A brief description of the sample | No. 9 Grade 75 epoxy coated bars, and hex nuts | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kenneth |
| 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 | L0805917 | |
| 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 | |
| Nut Specification for Threaded Bar | ASTM A615 | System Manufacturer | Williams Form Eng |
| Epoxy Coating Color | Purple | Threaded Bar Application | Soil Nail |
| Coating Standards | ASTM A934 epoxy | Bar Heat Number(s) | 100786966 |
| Nut Heat Number(s) | NF15203512 | Bar Lot Number | 10078696621 |
| Nut Lot Number | 9H5D | Coupler Heat Number(s) | N/A |
| Coupler Grade | N/A |
Test Details
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DIME Sample ID: 2017-05-30-1
DIME Test ID: 2017-05-30-1-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Test Release Date: 2017-06-15
Test Results
Input Type: Measured
Tester's full name: Glen Weldon
Date of test: 06/07/2017
Lower spec. limit LSL: 10 mils
Upper spec. limit USL: 15 mils
First Bar Side 1 mean value: 11.72 mils
First Bar Side 2 mean value: 12.45 mils
Second Bar Side 1 mean value: 14.18 mils
Second Bar Side 2 mean value: 12.92 mils
First Bar Mean: 12.09 mils
Second Bar Mean: 13.55 mils
Total mean value: 12.82 mils
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2017 ✔