On the Use of Ground Penetrating Radar to Detect Rebar Corrosion in Concrete Structures
|
|
- Emil Owens
- 5 years ago
- Views:
Transcription
1 On the Use of Ground Penetrating Radar to Detect Rebar Corrosion in Concrete Structures David Eisenmann, CNDE, ISU Frank J. Margetan, CNDE, ISU Shelby Ellis, ISU This work is supported by the Iowa DOT Midcon 2017 Conference August 2017
2 Outline 1. Objective. 2. GPR Barrier Rail Inspections Old and New. 3. Laboratory measurements using a concrete phantom : Effect of rebar orientation and metal loss on GPR signals. 4. Summary
3 Objective The goal of this project is to develop a bridge inspection technique that will increase safety while reducing overall costs. The inspection technique is aimed at identifying the unsafe condition where corrosion has thinned the reinforcing steel that attaches the side barrier rail to the bridge deck to the point where it can no longer withstand the necessary impact. By quantifying corrosion, the test will enable reinforcement of only those barrier rails that are no longer safe.
4 10 nanoseconds 6 inches Inspection Basics Raw GPR Data Horz. Line Scan of Wall 4 feet FW+DC FW+DC Vert. Rebar Vert. Rebar Wave length in concrete ~ 2.5 inches 1600 MHz
5 Outline 1) Objective. 2) GPR Barrier Rail Inspections Old and New. 3) Laboratory measurements using a concrete phantom : Effect of rebar orientation and metal loss on GPR signals. 4) Summary.
6 East 202 West Field Trial at a Local Highway Bridge Separate magnetic testing equipment Separate magnetic testing equipment Assumptions: (1) Corrosive thinning will reduce the amplitude of the rebar signal. (2) Larger signal reduction if antenna is closer to the thinned region. 2 x 4 spacer US 35 GPR equipment cart & antenna 1 2
7 Field Trial at a Local Highway Bridge Time (nanoseconds) Scan Distance, X (feet) Antenna on roadbed (Antenna closer to thinned region) Time (nanoseconds) Antenna elevated (Antenna further from thinned region)
8 Field Trial at a Local Highway Bridge File 14 Above Deck File 10 On Deck 2012 Data East end 45,000 40,000 35,000 30,000 25,000 20,000 15,000 File 10 on deck File 14 above deck 10,000 5, Distance (ft) 3
9 Field Trial at a Local Highway Bridge A dozen thinned rebar candidates were identified. These have unexpectedly low amplitude relative to signal arrival time (rebar depth in concrete). 18
10 New Data Collected June 2017 Three new sets of data Removal of the top layer of the road bed exposing the cold joint of the barrier rail New analysis with SAFT Position of Antenna Above Deck Normal Bridge Deck Top Coat Removed to this Level On Deck On Cold Joint
11 New Data Collected June 2017 Above Deck On Deck On Cold Joint
12 New Data Collected June 2017 SAFT Processed Above Deck On Deck On Cold Joint
13 V pk to pk New Data Collected June 2017 SAFT Processed 35, Data East end 30,000 25,000 20,000 Cold Joint 15,000 On Deck Above Deck 10,000 5, Distance (ft)
14 Response Combined Data Rebar Response Comparison of Rebar Signal (East End) File 10 On Deck File 14 Above Deck 8000 File 5 Cold Joint File 7 On Deck 6000 File 9 Above Deck Rebar
15 Response (V) Combined Data SAFT Processed Rebar Response (East End) File 10 On Deck File 14 Above Deck File 5 Cold Joint File 7 On Deck File 9 Above Deck Depth (ns)
16 Outline 1) Objective. 2) GPR Barrier Rail Inspections Old and New. 3) Laboratory measurements using a concrete phantom : Effect of rebar orientation and metal loss on GPR signals. 4) Summary.
17 Factors Affecting Peak GPR Echo From Rebar Rebar Z direction into wall Y Metal loss region Rebar depth in concrete. Rebar length. Rebar rotation angle (XY plane). X (scan) Rebar tilt angle (in YZ plane). Size of metal loss region. Location of metal loss region (in Y direction). Last year we began an investigation of each factor using rebar in air
18 Antenna Antenna suspended from ceiling. Wooden side supports being used for tiltedrebar measurements All measurements use standard ½-inch rebar Lab Setups for Earlier Rebar-in-Air Measurements Styrofoam table being used for rebar-gap measurements
19 Lab Setups for Rebar-in-Concrete-Phantom 2 concrete block Antenna 2 moist sand Before sand is added 2 concrete block Metal plate Moisture content is 5.4% by weight Rebar which can slide thru holes in wooden frame Wooden frame After sand & top block added
20 GPR Measurements in Air: Setups Used Last Year X into page Air Antenna Vary Depth X into page Air Antenna Length Vary Top view Rotation X into page Antenna Tilt Air Antenna X θ Vary New phantom data Air φ Vary X into page Air Antenna Vary Metal loss length X into page Air Antenna Vary Metal loss location New phantom data
21 Rebar Response (a.u.) Rebar Response (a.u.) For all measurements: Effect of Rebar Rotation (as measured) Use either 1.6 GHz or 2.6 GHz antenna. Measure GPR signal from rebar target + support structure. Measure GPR signal from support structure with rebar removed (background). Subtract to get GPR signal from rebar target alone. 0 degrees 25 degrees Time (nsec) Effect of Rebar Rotation (BKG removed) degrees 25 degrees 2.6 GHz 2.6 GHz Time (nsec) Front-wall + direct-coupled signal Rebar response Metal plate echo Rebar response after background subtraction
22 Response Rebar Response (a.u.) Measurement #1: Effect of varying the rebar rotation angle θ with a fixed separation between the rebar and antenna Top view Air Antenna θ Rotation Vary Rebar centered below antenna at 3-inch depth in concrete phantom Rebar length = 48 Effect of Rebar Rotation X (BKG removed) foot length Time (nsec) Time (nsec) 0 degrees 25 degrees Angle θ varies from 0 o to +/-25 o (θ = 0 o when rebar is perp. to antenna scan direction X) In bridge walls, any rotation angle is expected to be small (< 10 o ). Even the 25 o tilt at left only lowers rebar response by 15%
23 Norm'ed Rebar Response Norm'ed Rebar Response Measurement #1: Effect of varying the rebar rotation angle θ with a fixed separation between the rebar and antenna Rebar in Concrete Phantom Comparison to Rebar in Air Peak-to-Peak Rebar Response As measured BKG subtracted Rotation Angle (Degrees) Peak-to-Peak Rebar Response inch (air) inch (air) 3-inch (air) inch (concrete) GHz 1.6 GHz in air Rotation Angle (degrees)
24 Response Measurement #2: Simulates a 4-foot long rebar section having a 1 gap. The gap location varies w.r.t. the antenna center. Concrete Antenna Vary Z C Metal loss location Rebar centered below antenna at fixed Z = 3 in concrete Distance C between center of gap and center of antenna varies from 0 to 8 inches GHz C = 7" C = 0" Background subtraction has been used Rebar Metal plate GPR signal stable in time and shape. Large variation in amplitude seen when gap is centered under antenna. Time (nsec)
25 Norm'ed Peak-to-Peak Response Measurement #2: Simulates a 4-foot long rebar section having a 1 gap. The gap location varies w.r.t. the antenna center inch-long gap in rebar Normalized w.r.t. offset = 7 (Gap far from antenna center) GHz 1.6 GHz Offset Distance From Antenna Center (inches) Results shown for two antennas (1.6 and 2.6 GHz) Min rebar signal seen when offset is zero.
26 Norm'ed Peak-to-Peak Response Measurement #2: Simulates a 4-foot long rebar section having a 1 gap. The gap location varies w.r.t. the antenna center inch-long gap in rebar. 1.6 GHz Offset Distance C in Air (inches) GHz 1.6 GHz in concrete 1.6 GHz in air Offset Distance C in Concrete (inches) Comparing earlier measurements in air to new measurements in concrete. Antenna-to-rebar distance is 23.4 in air, 3 in concrete. For in-air data offset scale is three times larger. In-air offset extends to 19.
27 Response Measurement #3: Simulates a 4-foot long rebar section having a thinned region. Region location varies w.r.t. the antenna center. Concrete Antenna Vary C 2.6 GHz Z Rebar C = 7" C = 1" Time (nsec) Metal loss location Metal plate Rebar centered below antenna at fixed Z = 3 in concrete Thinned region is 1 long, 50% diameter loss. Distance C between centers of region and antenna varies from 0 to 7 inches. GPR signals stable in time and shape. Modest variations in amplitude seen. Minimum rebar signal seen when offset = C = 1 inch
28 Norm'ed Peak-to-Peak Response Measurement #3: Simulates a 4-foot long rebar section having a thinned region. Region location varies w.r.t. the antenna center inch-long 50%-thinned rebar section Normalized w.r.t. offset = 7 (i.e., thinning far from antenna center) GHz Results shown for two antennas (1.6 and 2.6 GHz) GHz Offset Distance From Antenna Center (inches) Min rebar signal seen when offset is between 1 and 2 inches.
29 Outline 1) Objective. 2) GPR Barrier Rail Inspections Old and New. 3) Laboratory measurements using a concrete phantom : Effect of rebar orientation and metal loss on GPR signals. 4) Summary
30 Summary We have embarked on Phase II of a project investigating the use of GPR to detect and quantify rebar thinning. This will combine laboratory measurements and measurements on a local bridge. Lab measurements indicate that GPR signal amplitude is sensitive to material loss of rebar due to corrosion. But care must be taken to compensate for effects due to rebar depth and orientation. Bridge measurements were made June 2017
Investigation of Bridge Decks Utilizing Ground Penetrating Radar
Investigation of Bridge Decks Utilizing Ground Penetrating Radar Steve Cardimona *, Brent Willeford *, John Wenzlick +, Neil Anderson * * The University of Missouri-Rolla, Department of Geology and Geophysics
More informationStandard Test Method for Evaluating Asphalt-Covered Concrete Bridge Decks Using Ground Penetrating Radar 1
Designation: D 6087 08 Standard Test Method for Evaluating Asphalt-Covered Concrete Bridge Decks Using Ground Penetrating Radar 1 This standard is issued under the fixed designation D 6087; the number
More informationAdapting a Ground Coupled GPR Threshold Model for Use with Air Coupled GPR Systems
International Symposium Non-Destructive Testing in Civil Engineering (NDT-CE) More Info at Open Access Database www.ndt.net/?id=18339 September 15-17, 2015, Berlin, Germany Adapting a Ground Coupled GPR
More informationAmplitudes Variation of GPR Rebar Reflection Due to the Influence of Concrete Aggregate Scattering
More Info at Open Access Database www.ndt.net/?id=18402 Amplitudes Variation of GPR Rebar Reflection Due to the Influence of Concrete Aggregate Scattering Thomas KIND Federal Institute for Materials Research
More informationFastener Hole Crack Detection Using Adjustable Slide Probes
Fastener Hole Crack Detection Using Adjustable Slide Probes General The guidelines for the adjustable sliding probes are similar to the fixed types, therefore much of the information that is given here
More informationGPR SYSTEM USER GUIDE AND TROUBLESHOOTING GUIDE
GPR SYSTEM USER GUIDE AND TROUBLESHOOTING GUIDE Implementation Report 5-4414-01-1 Project Number 5-4414-01 Subsurface Sensing Lab Electrical and Computer Engineering University of Houston 4800 Calhoun
More informationAdvanced Utility Locating Technologies (R01B)
Advanced Utility Locating Technologies (R01B) Jacob Sheehan Senior Geophysicist Olson Engineering Phil Sirles Principal Geophysicist Olson Engineering Introduction: Utility Bundle Overview SHRP2 Strategic
More informationGPR SURVEY METHOD. Ground probing radar
The ground penetrating radar (GPR - Ground Probing Radar) is a geophysical method used to investigate the near surface underground. Thanks to its high degree of resolution, the GPR is the most effective
More informationGround Penetrating Radar (GPR) By Dr. Eng. Zubair Ahmed
Ground Penetrating Radar (GPR) By Dr. Eng. Zubair Ahmed Acknowledgement Golder Associates, Whitby, Ontario Stantec Consulting, Kitchener, Ontario Infrasense Inc. USA Geophysical Survey Systems Inc. (GSSI),
More informationEstimaton of Rebar Diameter Using Ground Penetrating Radar
International Journal of Advances in Scientific Research and Engineering (ijasre) E-ISSN : 2454-8006 Vol.3, Special Issue 1 Aug - 2017 Estimaton of Rebar Diameter Using Ground Penetrating Radar K Ambika
More informationThread protection accessories are installed at the MODIX production factory and delivered with couplers.
Installation of MODIX Rebar Coupler Identification of the product The type of MODIX Rebar Coupler can be identified by the marking on the product. Size of the Coupler can be identified also according to
More informationThe following instructions will guide you through the installation of your new vinyl railing.
Installation Guide St. James Vinyl T-Rail Tools Required Protective eye glasses 3/8 x 3 Concrete Anchors/Fasteners (for Tape measure concrete installations) Variable speed drill/screwdriver Philips Driver
More informationINSTALLATION INSTRUCTIONS
POST THIS WARNING IN A CONSPICUOUS PLACE, CLEARLY VISIBLE TO ALL STORE PERSONNEL Install all components according to installation instructions. READ BEFORE ASSEMBLING WARNING FOR YOUR SAFETY Installation
More informationSCANNING METHOD. Olson Instruments Impact Echo Scanner. incorporating source and receiver. Overlay. Sound joint between. overlay and bridge deck
IE Method N D E I M P A C T E C H O S C A N N I N G A PPLICATION Impact Echo (IE) investigations are performed to assess the condition of slabs, beams, columns, walls, pavements, runways, tunnels, and
More informationDevelopments in Ultrasonic Guided Wave Inspection
Developments in Ultrasonic Guided Wave Inspection Wireless Structural Health Monitoring Technology for Heat Exchanger Shells using Magnetostrictive Sensor Technology N. Muthu, EPRI, USA; G. Light, Southwest
More informationA Single Display for RASCAN 5-frequency 2-polarisation Holographic Radar Scans
PIERS ONLINE, VOL. 5, NO. 5, 2009 496 A Single Display for RASCAN 5-frequency 2-polarisation Holographic Radar Scans C. G. Windsor 1, A. Bulletti 2, L. Capineri 2, P. Falorni 2, S. Valentini 2, G. Borgioli
More informationGPR Inspection of Bridge Decks
All rights reserved including the right of reproduction in whole or in part in any form Published by Geophysical Survey Systems, Inc. 40 Simon St. Nashua, New Hampshire 03060 USA Printed in the United
More information1.8 METER SERIES 1184 ANTENNA SYSTEM
REVISION F January 10, 2002 ASSEMBLY MANUAL 1.8 METER SERIES 1184 ANTENNA SYSTEM PRODELIN CORPORATION 1500 Prodelin Drive Newton NC 28658 1.8 METER SERIES 1184 ANTENNA SYSTEM F Revised Address 1/10/02
More informationSMA - 50 Ohm Connectors
For Flexible Cable Straight Crimp Type Plug - Captivated Contact CABLE TYPE RG-178/U, 196 1.20 +.025 f (GHz) 0-12.4 GHz 142-0402-001 142-0402-006 RG-161/U, 174,188, 316 RG-188 DS, RG-316 DS RG-58/U, 141,
More informationIntel Corporation. Corporate Product Regulations. Ferrite Clamp/Tube Analysis CISPR/G/143/CDV. 22 December 1999
Intel Corporation Corporate Product Regulations Ferrite Clamp/Tube Analysis CISPR/G/143/CDV 22 December 1999 Ghery S. Pettit, NCE Intel Corporation 2800 Center Drive DuPont, Washington 98327 (253) 371-5515
More informationPost & Rail. Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail POST SUPPORT OPTIONS
Post & Rail Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail STAGGER RAIL ENDS FOR GREATER STRENGTH ALLOW 1-1/2" GAP ON HINGE SIDE OF GATE AND 1-1/4" ON LATCH SIDE OF GATE HARDWARE DIG HOLES 30" MINIMUM
More informationStandard Pole Mount Parabolic Antenna Mounting Instructions 3 ft. (90cm) & 4 ft. (120cm)
495 R Billerica Ave. N. Billerica, MA 01862 USA Tel: (978) 459-8800 Fax: (978) 459-3310 / 8814 www.radiowavesinc.com email: sales@radiowavesinc.com Standard Pole Mount Parabolic Antenna Mounting Instructions
More informationProject Booklet. Structural Drafting with AutoCAD
Project Booklet Structural Drafting with AutoCAD Introduction 1 General Setup 2 Border and Title Block 3 Drafting the Foundation Plan (Plate 1) 8 Drafting the South Elevation (Plate 2) 11 Drafting Section
More informationReflector Antenna, its Mount and Microwave. Absorbers for IIP Radiometer Experiments
Reflector Antenna, its Mount and Microwave Absorbers for IIP Radiometer Experiments Nakasit Niltawach, and Joel T. Johnson May 8 th, 2003 1 Introduction As mentioned in [1], measurements are required for
More information24" B B Joint X501 Joint See MARKINGS Note PCB-RXX-350-TL3 " X501 Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOT
B B Joint Joint See MARKINGS Note PCB-RXX-350-TL3 " Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOTES GENERAL: This barrier may be manufactured with reinforcing steel
More informationChapter 4 Results. 4.1 Pattern recognition algorithm performance
94 Chapter 4 Results 4.1 Pattern recognition algorithm performance The results of analyzing PERES data using the pattern recognition algorithm described in Chapter 3 are presented here in Chapter 4 to
More informationModel CB Embedded References
Model CB Embedded References Typical Applications Bridge decks and substructures, parking garages, docks and buildings Featuring Long term reliability with thermodynamically stable saturated gelled Ag/AgCl
More informationAdvanced Methods to Identify Asphalt Pavement Delamination (R06D) Minnesota DOT Evaluation: Calibration and Signal Analysis
Advanced Methods to Identify Asphalt Pavement Delamination (R06D) Minnesota DOT Evaluation: Calibration and Signal Analysis Ken Maser, Infrasense Shongtao Dai, Research Operations Engineer Kyle Hoegh,
More informationinstallation guide 1 GUIDE#: pwb-wwtowv1-pol-003
g300 WAKEBOARD tower installation guide INSTALLATION SUPPORT 1 important information This WakeWorks wakeboard tower fits motor boats with 76-108 inch wide beam widths. This measurement is taken from the
More informationESTIMATION OF REBAR DIAMETER IN CONCRETE STRUCTURAL ELEMENTS USING GROUND PENETRATING RADAR
More info about this article: http://www.ndt.net/?id=21143 ESTIMATION OF REBAR DIAMETER IN CONCRETE STRUCTURAL ELEMENTS USING GROUND PENETRATING RADAR Bhaskar Sangoju and Ramanjaneyulu, K. Scientists,
More informationULTRA SPACE SAVER Installation Instructions
Installation Instructions The Ultra Space Saver has several steps for installation. Note that the single and double sided setups and parts are different. Make sure you follow the instructions according
More informationChapter 5. Array of Star Spirals
Chapter 5. Array of Star Spirals The star spiral was introduced in the previous chapter and it compared well with the circular Archimedean spiral. This chapter will examine the star spiral in an array
More informationThe following instructions will guide you through the installation of your new vinyl railing stair kit.
Installation Guide Vinyl Standard Stair Railing Tools Required Protective eye glasses Tape measure Variable speed drill/screwdriver Rotary hammer or hammer drill and masonry percussion bit recommended
More informationMIRA Purpose MIRA Tomographer MIRA MIRA Principle MIRA MIRA shear waves MIRA
Purpose The MIRA Tomographer is a state-of-the-art instrument for creating a three-dimensional (3-D) representation (tomogram) of internal defects that may be present in a concrete element. MIRA is based
More informationOwner's Manual & Assembly Instructions
Owner's Manual & Assembly Instructions PK01 BASE KIT Model No. FDN106 71706011 CAUTION: SOME PARTS HAVE SHARP EDGES. CARE MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES TO AVOID A MISHAP. FOR SAFETY SAKE,
More informationAssembly Instructions for model: VMPR1
Assembly Instructions for model: VMPR1 Congratulations on your purchase! The VMPR1 ceiling mount provides a unique, simplified method of ceiling mounting inverted LCD/DLP projectors. Its low profile design
More informationChapter 17 - Porch Trim
Chapter 17 - Porch Trim Contents Chapter 17 - Porch Trim... 17-1 Timing & Prerequisites... 17-2 Trim on Porch Beams (Volunteer)... 17-4 Smart Trim on the Bottom of the Beam... 17-4 Smart Trim on the Inside
More informationProcedure for Testing Direct Tension Indicators (DTI) Assemblies
Procedure for Testing Direct Tension Indicators (DTI) Assemblies 1. Scope: This test is to ensure that the bolt will be at or above the specified minimum bolt tension after installation when the direct
More informationADJUSTABLE BASKETBALL SYSTEM ASSEMBLY INSTRUCTIONS AND OWNER'S MANUAL
IRONCLAD SPORTS, INC HIGHLIGHT HOOPS ADJUSTALE ASKETALL SYSTEM ASSEMLY INSTRUCTIONS AND OWNER'S MANUAL MODEL: HIL885!! WARNING FAILURE TO COMPLY WITH ANY OF THE WARNINGS IN THESE INSTRUCTIONS MAY RESULT
More informationinstallation guide 1 GUIDE#: PWB-wwpontoon-pol-004
f250 pontoon WAKEBOARD tower installation guide INSTALLATION SUPPORT 1 important information This WakeWorks tower fits Pontoon boats with 96 to 102 inch wide beam widths. This measurement is taken from
More informationinstallation guide 1 GUIDE#: pwb-assault-004
assault WAKEBOARD tower installation guide INSTALLATION SUPPORT 1 important information This Aerial wakeboard tower fits motor boats with 76-108 inch wide beam widths. This measurement is taken from the
More informationKS CONICAL ANTENNA AND WAVEGUIDE SYSTEM DESCRIPTION
BEU SYSTEM PRACTICES AT&TCa Standard SECTION 402-422-100 Issue 1, October 1979 MICROWAVE ANTENNAS KS-2 1972 CONICAL ANTENNA AND WAVEGUIDE SYSTEM DESCRIPTION CONTENTS I. GENERAL...........1 PAGE 2. INTRODUCTION.........
More informationTechnical Note No. 028
Technical Note No. 028 38 Series Strand Substrate for Board & Batten Applications This Technical Note provides guidance for the application of 38 Series Strand Substrate for Board & Batten Applications.
More information1.8 METER SERIES 1194 ANTENNA SYSTEM
January 14, 2002 REVISION G ASSEMBLY MANUAL 1.8 METER SERIES 1194 ANTENNA SYSTEM PRODELIN CORPORATION 1500 Prodelin Drive Newton NC 28658 1.8 METER SERIES 1194 ANTENNA SYSTEM G Revise Address 1/14/02 F
More informationGPR Data Acquisition and Interpretation
1 GPR Data Acquisition and Interpretation Mezgeen Rasol PhD Candidate Geophysics and Seismic Engineering Polytechnic University of Catalonia mezgeen.rasol@upc.edu BIG-SKY-EARTH Cost Action TD143 Workshop
More informationAdvances in NDE Technology WHATS NEW?
Advances in NDE Technology WHATS NEW? Glen Simula, Owner GS Infrastructure, Inc. The state of America s deteriorating infrastructure presses us to find solutions to assess, with limited funds and resources.
More informationImproving Track Geometry, Substructure and Ride Quality as a System on. the Amtrak Northeast Corridor
Improving Track Geometry, Substructure and Ride Quality as a System on the Amtrak Northeast Corridor by David E. Staplin, Michael J. Trosino, Jonathan M. Wnek, and Steven M. Chrismer Amtrak ABSTRACT Track
More informationinstallation guide 1 GUIDE#: pwb-assault-001
assault WAKEBOARD tower installation guide INSTALLATION SUPPORT 1 important information This Aerial wakeboard tower fits motor boats with 76-108 inch wide beam widths. This measurement is taken from the
More informationLEGO 2D Planar Manipulator (with zero offset between Z1 and Z2 axes of rotation)
LEGO 2D Planar Manipulator (with zero offset between Z1 and Z2 axes of rotation) Uses some parts not found in NXT Mindstorms Kit 9797 e.g. 2 nd Turntable, 1x12 plates, and 15100: Pin-hole Friction Peg.
More informationMH Table of Contents Standard Title/Scope Page Table of Contents SCE Public
MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................
More informationDual Band Monopole Ceramic Chip Antenna
Features - Low profile - Compact size W x L x H (10 x 3.2 x 2 mm) - Low weight (240 mg) - Lead free materials - Fully SMD compatible - Lead free soldering compatible - Tape and reel packing - RoHS Compliant
More informationManholes Table of Contents
Standard MH 300 Title Manholes Requirements MH 300.1 Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type
More informationJoshua Woodsman
CONSTRUCTION GUIDE of one of our design Please Note This electronic document is protected by the identifier against unauthorized dissemination on the Internet. Before building any structure make sure you
More informationThru Wall Floor Seals For New Installation
The O-Z/Gedney Thruwall and Floor Seals provide a positive means of sealing pipe, conduit or tube where they pass through a concrete foundation of a structure below grade or below ground water level or
More informationThe Pennsylvania State University. The Graduate School. Department of Electrical Engineering EVALUATION OF QUARTER-WAVE VERTICAL MONOPOLE ANTENNAS
The Pennsylvania State University The Graduate School Department of Electrical Engineering EVALUATION OF QUARTER-WAVE VERTICAL MONOPOLE ANTENNAS WITH ELEVATED RADIALS A Thesis in Electrical Engineering
More informationInstallation Guide. Capped Cellular PVC Fencing. Table of Contents. Storage and Handling Tools Needed Fence Layout and Locating Posts
Capped Cellular PVC Fencing Installation Guide Table of Contents Storage and Handling Tools Needed Fence Layout and Locating Posts Installation instructions 4 x 4 Over Sleeve Post - 3.5 Rail Privacy Shadowbox
More informationTri-band ground penetrating radar for subsurface structural condition assessments and utility mapping
Tri-band ground penetrating radar for subsurface structural condition assessments and utility mapping D. Huston *1, T. Xia 1, Y. Zhang 1, T. Fan 1, J. Razinger 1, D. Burns 1 1 University of Vermont, Burlington,
More informationTHE BEST GPR DATA QUALITY AT THE BEST PRICE! GROUND PENETRATING RADAR ZOND-12e G R O U N D P E N E T R A T I N G R A D A R S
GROUND PENETRATING RADAR ZOND-12e General Purpose Pulse GPR ZOND-12e SINGLE CHANNEL OR ADVANCED CONTROL UNITS ZOND 12e GPR is a portable digital Ground Penetrating Radar carried by a single operator. The
More informationRadar Methods General Overview
Environmental and Exploration Geophysics II Radar Methods General Overview tom.h.wilson tom.wilson@mail.wvu.edu Department of Geology and Geography West Virginia University Morgantown, WV Brown (2004)
More information5G Antenna Design for Mobile Phones
3DS.COM Dassault Systèmes 11/30/2018 ref.: 3DS_Document_2015 5G Antenna Design for Mobile Phones 29 November 2018, 17h00 CET Marc Rütschlin marc.ruetschlin@3ds.com Rodrigo Enjiu, Brian Woods, Marcel Plonka,
More informationUtility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles
Utility Structures Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL Providing the right solutions. UTILITY STRUCTURES Perfect
More informationPS 1000 X-Scan Tips & Tricks. Quick Guide
PS 1000 X-Scan Tips & Tricks Quick Guide en en QUICK GUIDE Tips & tricks 1. PS 1000 X-Scan Scanning on rough surfaces When the scanner is moved over a rough surface, the distance between the scanner and
More informationAIMS Radar Specifications
Transmitted Frequency: Peak Radiated Power: Average Power: Antenna Beamwidth: 9.23 GHz 1 Watt (Optional 2 to 80 Watts) 6.25 microwatts up to 0.4 watts; < 1 milliwatt for most applications Fast-Scan (rotating):
More informationHorizontal Cable Systems
ALUMINUM RAILING INSTALLATION INSTRUCTIONS v2012 orizontal Cable Systems 1) Check Contents Of Packages: Verify that all parts have arrived and that they match the packing list. 1A) Coastal applications:
More informationMetalliScanner 6.0 Components
MetalliScanner 6.0 Components 1. Mode Switch 2. Calibration Switch 3. Crosshairs 4. Liquid Crystal Display 5. Battery Compartment LCD Components 1. Depth Bars 2. Depth Numbers 3. Magnetic Icon 4. Low Battery
More informationGeneral Information...SA1-SA4
SECTION S INDEX Product Description Page Number General Information................................................................SA1-SA4 Type FSK Thruwall & Floor Seal For Conduit, Pipe or Tubing............................
More informationOHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 20, 2012 To: Users of the Standard Bridge Drawings From: Tim Keller, Administrator, Office of Structural
More informationAssembly Instructions for Model: VMPR1
Assembly Instructions for Model: VMPR1 Thank you for choosing a Sanus Systems Model: VMPR1 ceiling mount. The VMPR1 ceiling mount provides a unique, simplified method of ceiling mounting inverted LC/LP
More informationInstallation Instructions
Column & Beam Units with Debris Netting Installation Instructions Laminated Wood Systems, Inc. Seward, Nebraska 800-949-3526 2015 LWS, INC. AVR-NET INSTALL 05-12-16 AVR Installation Notes 1 Safety The
More informationVertical Shaft Plumbness Using a Laser Alignment System. By Daus Studenberg, Ludeca, Inc.
ABSTRACT Vertical Shaft Plumbness Using a Laser Alignment System By Daus Studenberg, Ludeca, Inc. Traditionally, plumbness measurements on a vertical hydro-turbine/generator shaft involved stringing a
More informationExperimental Determination of Ground System Performance for HF Verticals Part 2 Excessive Loss in Sparse Radial Screens
Rudy Severns, N6LF PO Box 589, Cottage Grove, OR 97424; n6lf@arrl.net Experimental Determination of Ground System Performance for HF Verticals Part 2 Excessive Loss in Sparse Radial Screens These experimental
More informationEMBEDDED ANTENNAS IN DRY AND SATURATED CONCRETE FOR APPLICATION IN WIRELESS SEN- SORS
Progress In Electromagnetics Research, PIER 102, 197 211, 2010 EMBEDDED ANTENNAS IN DRY AND SATURATED CONCRETE FOR APPLICATION IN WIRELESS SEN- SORS X. Jin and M. Ali Department of Electrical Engineering
More informationTongue & Groove Cabinet Doors Copyright 2014 JaysCustomCreations.com
Tongue & Groove Cabinet Doors Copyright 2014 JaysCustomCreations.com A tongue and groove cabinet door is made up of at least 5 pieces. Two horizontal rails (blue), two vertical styles (green), and one
More informationMillimetre Spherical Wave Antenna Pattern Measurements at NPL. Philip Miller May 2009
Millimetre Spherical Wave Antenna Pattern Measurements at NPL Philip Miller May 2009 The NPL Spherical Range The NPL Spherical Range is a conventional spherical range housed within a 15 m by 7.5 m by 7.5
More informationELK EXCLUSION USING WOVEN WIRE FENCING
Fencing Order No. 307.252-1 September 2001 Agdex 724 ELK EXCLUSION USING WOVEN WIRE FENCING This factsheet outlines the use of woven wire to exclude elk in high pressure areas such as feed storage yards.
More informationConstruction Tolerances - The following tolerances apply to cast-in-place structures:
00540.40(b) Construction 00540.40 Tolerances - The following tolerances apply to cast-in-place structures: (a) Foundation Footings: (1) Lateral Alignment: Actual (as cast) location of the center of gravity:
More informationTYPE "B" GAS VENT. Do not connect gas vent to a solid or liquid fuelled appliance or any appliance requiring a chimney.
TYPE "B" GAS VENT SD (sizes 3", 4", 5", 6", 7") INSTALLATION INSTRUCTIONS Type "B" Gas Vents are strictly for interior or enclosed exterior use or exterior use above a roof line. Read vent and appliance
More informationULT R A SPAC E SAV E R
ULT R A SPAC E SAV E R Double Capacity, Modular Construction The Ultra Space Saver provides easy and ample space for u-lock security on nearly any bike, including bikes with fenders. Thanks to design enhancements,
More informationSHD Expansion Joint (Slab-to-Slab Recessed with LokCrete)
OPTIONAL LOKCRETE ELASTOMERIC CONCRETE LEVELING BED TO CORRECT DEVIATIONS IN ELEVATION CHAMFER CONCRETE EDGE 0.25"(6mm) X 0.75"(19mm) STAINLESS STEEL SCREW * IMPORTANT DIMENSION - ACHEIVE REQUIRED DEPTH
More informationINSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS Universal Low Profile Tilt Mount Model: U.S. Toll Free: 1-866-752-6271 Outside N. America: 1-503-748-5799 E-mail: ts@planar.com FRANCE Phone: +33 5 6378 3810 E-mail: emeats@planar.com
More informationReport. Mearns Consulting LLC. Former Gas Station 237 E. Las Tunas Drive San Gabriel, California Project # E
Mearns Consulting LLC Report Former Gas Station 237 E. Las Tunas Drive San Gabriel, California Project #1705261E Charles Carter California Professional Geophysicist 20434 Corisco Street Chatsworth, CA
More informationTechnical Note No. 026
Technical Note No. 026 Strand Substrate Installed Vertically for Board & or Board-on-Board Applications This Technical Note is an addendum to the Strand Substrate Application Instructions and Trim and
More informationINSTALLATION GUIDE PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
INSTALLATION GUIDE 2009-2017 PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975 Table of Contents Project Overview Forward, Acceptability Criteria, Safety,
More informationGPR Investigation: Post Tension Cable Mapping
CMD Civil Pty Ltd PO Box 1119 Huntingdale VIC 3166 +61 3 9544 8833 info@cmdcivil.com www.cmdcivil.com Case Study: GPR Investigation: Post Tension Cable Mapping This application note demonstrates an example
More informationMagnetic Eddy Current (MEC) Inspection Technique
Introduction Eddy Current Testing (ECT) is a well established technology for the inspection of metallic components for surface breaking flaws. It is used for component testing in the aviation and automotive
More informationPROJECT INSTRUCTIONS Roofing
PROJECT INSTRUCTIONS Roofing This handout outlines some basic regulations contained within the 2015 Minnesota State Building Code, as well as other good building practices. However, this handout is not
More informationPMT-L31 (for Low Ceilings) PMT-H35 (for High Ceilings)
English Ceiling Mount Bracket PMT-L31 (for Low Ceilings) PMT-H35 (for High Ceilings) Installation Manual Be sure to read this manual thoroughly before using this bracket. After you have read this manual,
More informationd = c 10/20/2017 Level Measurement Transmitters Applying Level Measurement p C T 273K Ultrasonic The Principle Time of Flight (TOF)
Products Solutions Services Level Measurement Transmitters Applying Level Measurement Ultrasonic FDU95 FDU93 FDU92 FDU91 FDU90 Slide 1 Slide 2 The Principle Time of Flight (TOF) Emission of ultrasound
More informationUtility Locating Terminology & Equipment Guide. Utility Survey Corp.
Utility Locating Terminology & Equipment Guide Utility Survey Corp. Contents Utility Locating Terminology Utility Locating Toning or Scoping Scanning X Ray the Ground & Ground Penetrating Radar 3 4 5 6
More informationDowel Bar Alignment and Location for Placement by Mechanical Dowel Bar Insertion
Dowel Bar Alignment and Location for Placement by Mechanical Dowel Bar Insertion January 7, 2013 Scope, Background and Applicability This guide specification is directly applicable to 18 in. (457 mm) long,
More informationINSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS Universal Low Profile Flat Mount Model: U.S. Toll Free: 1-866-752-6271 Outside N. America: 1-503-748-5799 E-mail: ts@planar.com FRANCE Phone: +33 5 6378 3810 E-mail: emeats@planar.com
More informationQuick Assessment of the Anomalies in Concrete Structure Using Dispersive Characteristic of Surface wave
Quick Assessment of the Anomalies in Concrete Structure Using Dispersive Characteristic of Surface wave Chia-Chi Cheng 1 *, Keng-Tsang Hsu 1, Chih-Hung Chiang 1, Fong-Jhang Ke 1, and Hong- Hua Wang 1 1
More informationwoodworkersjournal.com MATERIAL LIST
MATERIAL LIST T x W x L 1 Legs (2) 1 1 2" x 3 1 2" x 36 7 16" 2 End Uprights (2) 1 1 2" x 3 1 2" x 32 1 2" 3 Stringers (4) 1 1 2" x 3 1 2" x 42" 4 Top Cladding, Long (2) 3/4" x 7 1 4" x 65 3 4" 5 Side
More informationFLEXURAL TORSIONAL GUIDED WAVE PIPE INSPECTION
FLEXURAL TORSIONAL GUIDED WAVE PIPE INSPECTION Z. Sun 1, L. Zhang 2, and J.L. Rose 2 1 GE Global Research Center, Niskayuna, NY 1239, USA 2 212 Earth and Engineering Science building, The Pennsylvania
More informationPost & Rail Crossbuck
Post & Rail Crossbuck 1. Getting Started 6. Crossbuck Be sure to call underground prior to digging Assemble gates (if necessary) and decide where they will be located Stake out the fence line Space and
More information.98M Ku-BAND Rx/Tx ANTENNA SYSTEM
Revision C January 2, 2002 ASSEMBLY MANUAL ANTENNA SYSTEM PRODELIN CORPORATION 1500 Prodelin Drive Newton NC 28658 ANTENNA SYSTEM C Revised Series text B Revised Address 1/2/02 RAH A Revise and Update
More informationType XTSR71 Sizes
(Page 1 of 13) s 494-5258 Type XTSR71 s 494-5258 Figure 1 Thomas XTSR71 Coupling 1. General Information 1.1 Thomas Couplings are designed to provide a mechanical connection between the rotating shafts
More informationULTRASONIC SIGNAL CHARACTERIZATIONS OF FLAT-BOTTOM HOLES IN
ULTRASONIC SIGNAL CHARACTERIZATIONS OF FLAT-BOTTOM HOLES IN TITANIUM ALLOYS: EXPERIMENT AND THEORY INTRODUCTION Chien-Ping Chiou 1, Frank J. Margetan 1 and R. Bruce Thompson2 1 FAA Center for Aviation
More informationCast-in Ferrule Connections Load/Displacement Characteristics in Shear
Cast-in Ferrule Connections Load/Displacement Characteristics in Shear Ian Ferrier 1 and Andrew Barraclough 2 1 Product Manager - Connections, ITW Construction Systems ANZ. 2 Research and Development Manager,
More informationBALANCE FIELD ELECTROMAGNETIC TECHNIQUE INSPECTION REPORT OF THE 8_INCH_1260_FITTING (HA-2/1200 BLOCK) TESTEX, INC. TESTED: JANUARY 9, 2019
STATE OF THE ART PRODUCTS & SERVICES FOR NON-DESTRUCTIVE TESTING BALANCE FIELD ELECTROMAGNETIC TECHNIQUE INSPECTION REPORT OF THE 8_INCH_1260_FITTING (HA-2/1200 BLOCK) AT IN BY TESTEX, INC. TESTED: JANUARY
More information