Summary for Test 2018-05-17-11-3
Test performed: ASTM A615-15Project Information
Project Identifiers | Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 |
---|---|
DIST-CO-RTE-PM | 04-ALA-680-M2.4/M12.4 |
Award Date | 11/16/2017 |
Closeout Date | 12/08/2022 |
Work Description | ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS |
Location Description | FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/16/2017) |
Sample Information
Sample Taken Date | 05/17/2018 | Sample Unique Key | 11 |
---|---|---|---|
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 | 05/21/2018 |
Sample type | Quality Assurance | A brief description of the sample | 9 ASTM A615 Grade 75 ASTM A934 Purple Epoxy Coated Threaded WFE Bars w/ nutes |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Thompson |
Title of sampler | Associate Steel Inspector | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Williams Form Engineering | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B9-048-18 | 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 | Deformed | Rebar Size | 9 |
Nut Specification for Threaded Bar | NA | System Manufacturer | Williams Form |
Epoxy Coating Color | Purple | Threaded Bar Application | Soil Nail |
Coating Standards | ASTM A934 epoxy | Bar Heat Number(s) | 100789840, 100888818 |
Nut Heat Number(s) | NA | Bar Lot Number | NA |
Nut Lot Number | NA | Coupler Heat Number(s) | NA |
Coupler Grade | NA |
Test Details
DIME Sample ID: 2018-05-17-11
DIME Test ID: 2018-05-17-11-3
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: 2018-05-29
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/22/2018
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 | #9 Williams Bar Ht #100888818 | B9-048-18 | 1 | 123132 | 94500 | 6.8 | A615 Threaded Bar | Brian |
General comments (publicly viewable) (Max 1000 characters): A615 Threaded Bar
Test Graph
Source: Partner Data Point FileTest was verified on 5/22/2018 ✔