Final Proj.Report Cover page
•
0 likes•88 views
This 3 sentence summary provides the essential information from the document: The document is a final project report from February 2009 by B&H Engineering P.C. and AI Engineers, Inc., P.C. regarding the 2008 biennial inspection of the Manhattan Bridge with the bridge inventory numbers BIN 2-24002-7 & BIN 2-24002-8 under the New York State Department of Transportation Consultant Agreement No. D030509.
Report
Share
Report
Share
Download to read offline
Recommended
Mahendran cv
As a qualified Diploma holder in Computer Aided Design from Annamalai University & Civil & Mechanical Engineering from Reputed University with Certified Professional & Associate in Autodesk AutoCAD & Design & Drafting Engineer with 8+ years of experience in MEP, Architectural, & Civil disciplines of projects in India & Gulf . Presently working as a Senior Cad Engineer in india with Parsons Brinckerhoff India Pvt Ltd, from 2015 to till date. I can provide a wealth of experiences and knowledge from major infrastructure projects to the Designing Team.
candidate-inbar giora 2016
Giora Inbar is applying for the position of Project Manager. He has over 35 years of experience in civil engineering and construction project management. Some of his roles include Project Manager for a military hospital construction project in Congo Republic, an Israel Rail works bridge project, and road projects in Nigeria, Mali, Uganda, Romania, and Benin. He has a Bachelor of Science in Civil Engineering and is fluent in English, French, Hungarian, Romanian, and Hebrew.
Wael albargouthi ஃ (CV)
This document contains a summary and contact information for Wael albargouthi, a civil engineer currently working for Arabtec Construction LLC in the United Arab Emirates. It lists his previous engineering roles in Jordan and Dubai, including senior positions at Engicon and Actco-Doosan working on infrastructure projects like waste water treatment plants and bridges. It also provides details of his education and certifications.
Sampul & pemisah
The document outlines the technical requirements and plans for constructing a new building called the MRC building at the FT UI campus in Depok, Indonesia. It includes sections on architecture, preparation and structure, mechanical and electrical systems, budget plans, and bills of quantities.
Building construction
This document provides details about the construction of the Niyojan Bhawan building project in Patna, Bihar. It discusses the client (BCD), the area and cost of the project (2.6 acres and 150 crores respectively), when it was awarded and completed (October 2013 to December 2015). It also lists the materials used in construction, including aggregates, bricks, cement, rebar, and ratios for brickwork, plastering, and concrete mixes used in the foundation, culverts, walls, and slabs.
Project Involved in Oil & Gas Industry
This document outlines several oil and gas projects undertaken by three companies - Tanjung Offshore Services Sdn Bhd, EPIC Mushtari Engineering Sdn Bhd, and Ramunia Fabricator Sdn Bhd. It describes projects ranging from wellhead upgrades, piping replacements, and platform maintenance for clients including Petronas Carigali Sdn Bhd, FPSO Ventures Sdn Bhd, and Sarawak Shell Berhad carried out between 2008-2014. The projects involved engineering disciplines like structures, piping, fabrication, and commissioning activities on offshore platforms and vessels.
City Press Release: March 21, 2011
The City of Honolulu was awarded two major contracts for its $5.5 billion Honolulu Rail Transit Project that were $165 million under budget. Ansaldo Honolulu received a $574 million contract to provide the train vehicles and control system, and Kiewit Infrastructure West Co. received a $372 million contract to design and construct the second phase of the elevated rail guideway from Pearl City to Aloha Stadium. With these latest contracts, the City has saved over $300 million total from initial construction cost estimates on the four major contracts awarded to date for the rail project.
CMAA OHare and Midway International Airports Capital Improvement Program
Jonathan Leach, Chief Operating Officer at CDA as he discusses CDA’s expanding Capital Improvement Program for the both the “world’s busiest airport” and the “busiest square mile in the world.”
Recommended
Mahendran cv
As a qualified Diploma holder in Computer Aided Design from Annamalai University & Civil & Mechanical Engineering from Reputed University with Certified Professional & Associate in Autodesk AutoCAD & Design & Drafting Engineer with 8+ years of experience in MEP, Architectural, & Civil disciplines of projects in India & Gulf . Presently working as a Senior Cad Engineer in india with Parsons Brinckerhoff India Pvt Ltd, from 2015 to till date. I can provide a wealth of experiences and knowledge from major infrastructure projects to the Designing Team.
candidate-inbar giora 2016
Giora Inbar is applying for the position of Project Manager. He has over 35 years of experience in civil engineering and construction project management. Some of his roles include Project Manager for a military hospital construction project in Congo Republic, an Israel Rail works bridge project, and road projects in Nigeria, Mali, Uganda, Romania, and Benin. He has a Bachelor of Science in Civil Engineering and is fluent in English, French, Hungarian, Romanian, and Hebrew.
Wael albargouthi ஃ (CV)
This document contains a summary and contact information for Wael albargouthi, a civil engineer currently working for Arabtec Construction LLC in the United Arab Emirates. It lists his previous engineering roles in Jordan and Dubai, including senior positions at Engicon and Actco-Doosan working on infrastructure projects like waste water treatment plants and bridges. It also provides details of his education and certifications.
Sampul & pemisah
The document outlines the technical requirements and plans for constructing a new building called the MRC building at the FT UI campus in Depok, Indonesia. It includes sections on architecture, preparation and structure, mechanical and electrical systems, budget plans, and bills of quantities.
Building construction
This document provides details about the construction of the Niyojan Bhawan building project in Patna, Bihar. It discusses the client (BCD), the area and cost of the project (2.6 acres and 150 crores respectively), when it was awarded and completed (October 2013 to December 2015). It also lists the materials used in construction, including aggregates, bricks, cement, rebar, and ratios for brickwork, plastering, and concrete mixes used in the foundation, culverts, walls, and slabs.
Project Involved in Oil & Gas Industry
This document outlines several oil and gas projects undertaken by three companies - Tanjung Offshore Services Sdn Bhd, EPIC Mushtari Engineering Sdn Bhd, and Ramunia Fabricator Sdn Bhd. It describes projects ranging from wellhead upgrades, piping replacements, and platform maintenance for clients including Petronas Carigali Sdn Bhd, FPSO Ventures Sdn Bhd, and Sarawak Shell Berhad carried out between 2008-2014. The projects involved engineering disciplines like structures, piping, fabrication, and commissioning activities on offshore platforms and vessels.
City Press Release: March 21, 2011
The City of Honolulu was awarded two major contracts for its $5.5 billion Honolulu Rail Transit Project that were $165 million under budget. Ansaldo Honolulu received a $574 million contract to provide the train vehicles and control system, and Kiewit Infrastructure West Co. received a $372 million contract to design and construct the second phase of the elevated rail guideway from Pearl City to Aloha Stadium. With these latest contracts, the City has saved over $300 million total from initial construction cost estimates on the four major contracts awarded to date for the rail project.
CMAA OHare and Midway International Airports Capital Improvement Program
Jonathan Leach, Chief Operating Officer at CDA as he discusses CDA’s expanding Capital Improvement Program for the both the “world’s busiest airport” and the “busiest square mile in the world.”
NDT in practise_NVF2013_Ramboll Finland_Guy Rapaport
The document provides an overview of non-destructive testing (NDT) techniques for evaluating concrete structures. It discusses why NDT is needed as an alternative to traditional destructive testing that only examines small sample areas. Three main NDT systems are described - ultrasonic tomography, impact-echo, and impulse-response testing. Ultrasonic tomography uses ultrasound pulses to create 3D images of internal defects. Impact-echo detects depths of defects by analyzing frequency responses from impact-generated waves. Impulse-response evaluates plate structures by measuring vibration responses. Example applications on bridges demonstrate how the techniques can locate tendon duct grouting, casting defects, and delaminations. The document aims to illustrate how NDT provides a more comprehensive
Interactive Visual Analysis for In-Depth Bridge Management
Bridges deteriorate over their life cycles and require continuous maintenance to ensure their structural integrity, and in turn, the safety of the public. Maintaining bridges is a multi-faceted operation that requires both domain knowledge and analytics techniques over large data sources. Although most existing bridge management systems (BMS) are very efficient at data storage, they are not as effective at providing analytical capabilities or as flexible at supporting different inspection technologies. In this paper, we present a visual analytics system that extends the capability of current BMSs. Based on a nation-wide survey and our interviews with bridge managers, we designed our system to be customizable so that it can provide interactive exploration, information correlation, and domain-oriented data analysis. When tested by bridge managers of the U.S. Department of Transportation, we validated that our system provides bridge managers with the necessary features for performing in-depth analysis of bridges from a variety of perspectives that are in accordance to their typical workflow.
Elements Of An Effective Bridge Management Plan
This document summarizes the key elements of an effective bridge management program, including assessment, preservation, and improvement. It discusses the National Bridge Inspection Standards, bridge inspections, qualifications, load ratings, and inventory. It also covers bridge maintenance, rehabilitation, funding sources, and the state of bridges in Minnesota. The goal is to utilize qualified inspectors, maintain a knowledgeable administrator and inventory, provide preventative maintenance, and take advantage of funding sources to prioritize bridge rehabilitation and replacement projects.
Bridge Portfolio
This document provides examples of bridge designs completed by WSB & Associates, Inc. It includes photos and brief descriptions of over 30 bridge projects the company has worked on in Minnesota. The bridges range in size and purpose, from large highway bridges to small pedestrian bridges. This highlights the extensive experience WSB has in designing all types of bridges and their ability to provide innovative engineering solutions.
Non destructive testing in civil engineering
This document discusses non-destructive testing (NDT) methods for assessing existing structures. It describes several NDT techniques including visual inspection, liquid penetrant testing, magnetic particle inspection, ultrasonic testing, radiography, and rebound hammer testing. Each method is able to detect different types of defects without damaging the material. NDT provides benefits like enabling further usage of the tested object and maintaining statistical data for future reference. Common applications of NDT include flaw detection, leak detection, and evaluating dimensions or internal structure.
Impact echo
Impact-echo is a non-destructive testing technique that uses stress waves produced by an impact on a material's surface to detect internal flaws. It works by measuring surface displacements from waves reflected by voids to determine depth and size of discontinuities. Common applications are for concrete and masonry to find cracks, delamination, voids, and debonds. Interpretation of impact-echo data involves identifying characteristic frequency peaks associated with distances to flaws. It has the advantages of only needing access to one surface and being able to locate internal flaws, but data interpretation can be difficult for thick or layered materials.
Quality Based Road Program
The document discusses a Quality Based Roads Program (QBRP) that aims to sustainably manage roads through three main elements:
1) Pavement management using a pavement condition index to prioritize maintenance and budgeting.
2) Pavement materials evaluations to recommend the most cost-effective rehabilitation alternatives.
3) Construction quality assurance through specifications and testing to ensure roads are constructed properly and last longer.
The program aims to extend pavement life through timely maintenance and prevent more expensive reconstruction projects down the road. Studies show the QBRP can increase pavement performance life by 40% and save $6 for every $1 invested over the life of the roadway.
Rebar detector Test of Nondestructive Test
The document discusses rebar detectors, which are non-destructive testing devices that use magnetic fields to locate reinforcing steel bars embedded in concrete. It provides background on rebar detection techniques and focuses on commercially available cover meters. The document explains that rebar detectors work by sensing the magnetic response of steel to quickly and accurately determine bar locations before drilling or coring concrete structures.
Non Destructive test
This document summarizes several non-destructive testing methods for concrete, including:
- Rebound hammer testing, which measures surface hardness to estimate strength. Factors like surface smoothness and moisture affect results.
- Ultrasonic pulse velocity testing, which times pulse transmission through concrete to determine strength. Transducers can be placed on different faces.
- Penetration and pull-out tests, which measure hardness by probe penetration depth or pull-out force, respectively, and correlate to strength. Surface damage occurs.
- Acoustic, radioactive, and nuclear methods have also been used to study crack initiation and location defects, though radioactive techniques risk safety issues.
mathematics 7
The document provides instructions for organizing and presenting statistical data using frequency tables and histograms. It discusses how to construct a frequency table by grouping raw data into intervals and tallying the frequencies. It then explains how to create a histogram by using the frequency table to draw rectangles whose widths represent intervals and heights represent frequencies. The lesson emphasizes that frequency tables and histograms are useful tools for organizing large data sets and communicating patterns in the data visually.
Ultrasonic pulse velocity test for concrete
Ultrasonic pulse velocity (UPV) testing uses ultrasonic waves to assess the quality and uniformity of concrete in a non-destructive manner. UPV testing involves transmitting ultrasonic pulses through concrete and measuring the transit time, from which the pulse velocity can be calculated. Higher pulse velocities indicate higher quality concrete with fewer voids or defects. UPV testing can detect voids, cracks, and changes in concrete properties. It provides information on concrete strength and uniformity that can be used to evaluate structures and estimate deterioration.
Bridge defects
This document discusses bridge defects and maintenance. It covers topics like acoustic emission testing of concrete bridges, common bridge defects like corrosion, and methods to protect bridges. Bridge deck waterproofing is also discussed, noting the two main types of waterproofing systems used are sheet and liquid sprayed systems. The document emphasizes the importance of maintenance to enhance bridge durability and extend lifespan.
Non destructive testing of structures
Non-destructive testing (NDT) techniques allow inspection of materials, components, and structures without damaging them. Common NDT methods for structures include ultrasonic testing, rebound hammer testing, and radiographic testing. Ultrasonic pulse velocity testing measures the speed of ultrasonic pulses traveling through concrete to evaluate its quality and homogeneity. The rebound hammer test uses the rebound of an elastic mass to estimate the surface hardness and approximate compressive strength of concrete. NDT techniques provide cost-effective quality control and safety assessments for structures.
Non destructive test
This document provides an overview of non-destructive testing (NDT) methods for concrete structures, including rebound hammer testing, ultrasonic pulse velocity (UPV) testing, and electromagnetic cover measurement. Rebound hammer testing evaluates surface hardness to estimate compressive strength, while UPV testing examines homogeneity and presence of flaws by measuring pulse transmission speed. Electromagnetic cover measurement detects rebar location and size beneath concrete surfaces. Factors affecting test results and interpretations are also discussed. The document aims to suggest NDT methodology and evaluate structures in a non-destructive manner.
Non destructive testing in concrete
Non-destructive testing methods like rebound hammer testing and pulse velocity testing can evaluate properties of hardened concrete like strength and homogeneity without damaging the structure. Rebound hammer testing involves measuring the rebound of an elastic mass from the concrete surface, which relates to hardness and compressive strength. Pulse velocity testing uses transducers to transmit and receive ultrasonic pulses through the concrete, and the pulse velocity relates to properties like elastic modulus and presence of flaws. Both are useful for quality control, condition assessment of existing structures, and estimating concrete strength.
Presentation on non destructive testing
Non-destructive testing (NDT) refers to techniques used to evaluate the properties of a material, component, or structure without damaging it. The document discusses several common NDT methods, including visual testing, dye penetrant testing, magnetic particle testing, ultrasonic testing, eddy current testing, and radiography testing. It provides details on the basic principles, processes, advantages, and limitations of these important NDT techniques.
Six ndt methods
Nondestructive testing or Non-destructive testing (NDT) is a wide group of analysis techniques used in science and industry to evaluate the properties of a material, component surface & subsurface without causing damage or effect to their future performance or properties. Non-destructive testing is used to detect abnormalities in physical, chemical or electrical characteristics.
Non destructive test on concrete (ndt)
NDT techniques can evaluate concrete structures in a non-destructive manner by assessing strength, quality, and durability without damaging the concrete. Some key NDT tests described in the document include rebound hammer testing to estimate concrete strength, UPV testing to evaluate homogeneity and detect cracks or voids, half-cell potential testing to assess corrosion risk, and cover meter testing to determine reinforcement location and concrete cover thickness. NDT allows for more extensive evaluation than destructive testing methods at a lower cost. Test results are influenced by factors like moisture, temperature, reinforcement properties, and concrete composition.
More Related Content
Viewers also liked
NDT in practise_NVF2013_Ramboll Finland_Guy Rapaport
The document provides an overview of non-destructive testing (NDT) techniques for evaluating concrete structures. It discusses why NDT is needed as an alternative to traditional destructive testing that only examines small sample areas. Three main NDT systems are described - ultrasonic tomography, impact-echo, and impulse-response testing. Ultrasonic tomography uses ultrasound pulses to create 3D images of internal defects. Impact-echo detects depths of defects by analyzing frequency responses from impact-generated waves. Impulse-response evaluates plate structures by measuring vibration responses. Example applications on bridges demonstrate how the techniques can locate tendon duct grouting, casting defects, and delaminations. The document aims to illustrate how NDT provides a more comprehensive
Interactive Visual Analysis for In-Depth Bridge Management
Bridges deteriorate over their life cycles and require continuous maintenance to ensure their structural integrity, and in turn, the safety of the public. Maintaining bridges is a multi-faceted operation that requires both domain knowledge and analytics techniques over large data sources. Although most existing bridge management systems (BMS) are very efficient at data storage, they are not as effective at providing analytical capabilities or as flexible at supporting different inspection technologies. In this paper, we present a visual analytics system that extends the capability of current BMSs. Based on a nation-wide survey and our interviews with bridge managers, we designed our system to be customizable so that it can provide interactive exploration, information correlation, and domain-oriented data analysis. When tested by bridge managers of the U.S. Department of Transportation, we validated that our system provides bridge managers with the necessary features for performing in-depth analysis of bridges from a variety of perspectives that are in accordance to their typical workflow.
Elements Of An Effective Bridge Management Plan
This document summarizes the key elements of an effective bridge management program, including assessment, preservation, and improvement. It discusses the National Bridge Inspection Standards, bridge inspections, qualifications, load ratings, and inventory. It also covers bridge maintenance, rehabilitation, funding sources, and the state of bridges in Minnesota. The goal is to utilize qualified inspectors, maintain a knowledgeable administrator and inventory, provide preventative maintenance, and take advantage of funding sources to prioritize bridge rehabilitation and replacement projects.
Bridge Portfolio
This document provides examples of bridge designs completed by WSB & Associates, Inc. It includes photos and brief descriptions of over 30 bridge projects the company has worked on in Minnesota. The bridges range in size and purpose, from large highway bridges to small pedestrian bridges. This highlights the extensive experience WSB has in designing all types of bridges and their ability to provide innovative engineering solutions.
Non destructive testing in civil engineering
This document discusses non-destructive testing (NDT) methods for assessing existing structures. It describes several NDT techniques including visual inspection, liquid penetrant testing, magnetic particle inspection, ultrasonic testing, radiography, and rebound hammer testing. Each method is able to detect different types of defects without damaging the material. NDT provides benefits like enabling further usage of the tested object and maintaining statistical data for future reference. Common applications of NDT include flaw detection, leak detection, and evaluating dimensions or internal structure.
Impact echo
Impact-echo is a non-destructive testing technique that uses stress waves produced by an impact on a material's surface to detect internal flaws. It works by measuring surface displacements from waves reflected by voids to determine depth and size of discontinuities. Common applications are for concrete and masonry to find cracks, delamination, voids, and debonds. Interpretation of impact-echo data involves identifying characteristic frequency peaks associated with distances to flaws. It has the advantages of only needing access to one surface and being able to locate internal flaws, but data interpretation can be difficult for thick or layered materials.
Quality Based Road Program
The document discusses a Quality Based Roads Program (QBRP) that aims to sustainably manage roads through three main elements:
1) Pavement management using a pavement condition index to prioritize maintenance and budgeting.
2) Pavement materials evaluations to recommend the most cost-effective rehabilitation alternatives.
3) Construction quality assurance through specifications and testing to ensure roads are constructed properly and last longer.
The program aims to extend pavement life through timely maintenance and prevent more expensive reconstruction projects down the road. Studies show the QBRP can increase pavement performance life by 40% and save $6 for every $1 invested over the life of the roadway.
Rebar detector Test of Nondestructive Test
The document discusses rebar detectors, which are non-destructive testing devices that use magnetic fields to locate reinforcing steel bars embedded in concrete. It provides background on rebar detection techniques and focuses on commercially available cover meters. The document explains that rebar detectors work by sensing the magnetic response of steel to quickly and accurately determine bar locations before drilling or coring concrete structures.
Non Destructive test
This document summarizes several non-destructive testing methods for concrete, including:
- Rebound hammer testing, which measures surface hardness to estimate strength. Factors like surface smoothness and moisture affect results.
- Ultrasonic pulse velocity testing, which times pulse transmission through concrete to determine strength. Transducers can be placed on different faces.
- Penetration and pull-out tests, which measure hardness by probe penetration depth or pull-out force, respectively, and correlate to strength. Surface damage occurs.
- Acoustic, radioactive, and nuclear methods have also been used to study crack initiation and location defects, though radioactive techniques risk safety issues.
mathematics 7
The document provides instructions for organizing and presenting statistical data using frequency tables and histograms. It discusses how to construct a frequency table by grouping raw data into intervals and tallying the frequencies. It then explains how to create a histogram by using the frequency table to draw rectangles whose widths represent intervals and heights represent frequencies. The lesson emphasizes that frequency tables and histograms are useful tools for organizing large data sets and communicating patterns in the data visually.
Ultrasonic pulse velocity test for concrete
Ultrasonic pulse velocity (UPV) testing uses ultrasonic waves to assess the quality and uniformity of concrete in a non-destructive manner. UPV testing involves transmitting ultrasonic pulses through concrete and measuring the transit time, from which the pulse velocity can be calculated. Higher pulse velocities indicate higher quality concrete with fewer voids or defects. UPV testing can detect voids, cracks, and changes in concrete properties. It provides information on concrete strength and uniformity that can be used to evaluate structures and estimate deterioration.
Bridge defects
This document discusses bridge defects and maintenance. It covers topics like acoustic emission testing of concrete bridges, common bridge defects like corrosion, and methods to protect bridges. Bridge deck waterproofing is also discussed, noting the two main types of waterproofing systems used are sheet and liquid sprayed systems. The document emphasizes the importance of maintenance to enhance bridge durability and extend lifespan.
Non destructive testing of structures
Non-destructive testing (NDT) techniques allow inspection of materials, components, and structures without damaging them. Common NDT methods for structures include ultrasonic testing, rebound hammer testing, and radiographic testing. Ultrasonic pulse velocity testing measures the speed of ultrasonic pulses traveling through concrete to evaluate its quality and homogeneity. The rebound hammer test uses the rebound of an elastic mass to estimate the surface hardness and approximate compressive strength of concrete. NDT techniques provide cost-effective quality control and safety assessments for structures.
Non destructive test
This document provides an overview of non-destructive testing (NDT) methods for concrete structures, including rebound hammer testing, ultrasonic pulse velocity (UPV) testing, and electromagnetic cover measurement. Rebound hammer testing evaluates surface hardness to estimate compressive strength, while UPV testing examines homogeneity and presence of flaws by measuring pulse transmission speed. Electromagnetic cover measurement detects rebar location and size beneath concrete surfaces. Factors affecting test results and interpretations are also discussed. The document aims to suggest NDT methodology and evaluate structures in a non-destructive manner.
Non destructive testing in concrete
Non-destructive testing methods like rebound hammer testing and pulse velocity testing can evaluate properties of hardened concrete like strength and homogeneity without damaging the structure. Rebound hammer testing involves measuring the rebound of an elastic mass from the concrete surface, which relates to hardness and compressive strength. Pulse velocity testing uses transducers to transmit and receive ultrasonic pulses through the concrete, and the pulse velocity relates to properties like elastic modulus and presence of flaws. Both are useful for quality control, condition assessment of existing structures, and estimating concrete strength.
Presentation on non destructive testing
Non-destructive testing (NDT) refers to techniques used to evaluate the properties of a material, component, or structure without damaging it. The document discusses several common NDT methods, including visual testing, dye penetrant testing, magnetic particle testing, ultrasonic testing, eddy current testing, and radiography testing. It provides details on the basic principles, processes, advantages, and limitations of these important NDT techniques.
Six ndt methods
Nondestructive testing or Non-destructive testing (NDT) is a wide group of analysis techniques used in science and industry to evaluate the properties of a material, component surface & subsurface without causing damage or effect to their future performance or properties. Non-destructive testing is used to detect abnormalities in physical, chemical or electrical characteristics.
Non destructive test on concrete (ndt)
NDT techniques can evaluate concrete structures in a non-destructive manner by assessing strength, quality, and durability without damaging the concrete. Some key NDT tests described in the document include rebound hammer testing to estimate concrete strength, UPV testing to evaluate homogeneity and detect cracks or voids, half-cell potential testing to assess corrosion risk, and cover meter testing to determine reinforcement location and concrete cover thickness. NDT allows for more extensive evaluation than destructive testing methods at a lower cost. Test results are influenced by factors like moisture, temperature, reinforcement properties, and concrete composition.
Viewers also liked (18)
NDT in practise_NVF2013_Ramboll Finland_Guy Rapaport
NDT in practise_NVF2013_Ramboll Finland_Guy Rapaport
Interactive Visual Analysis for In-Depth Bridge Management
Interactive Visual Analysis for In-Depth Bridge Management
Final Proj.Report Cover page
- 1. NEW YORK STATE DEPARTMENT OF TRANSPORTATION CONSULTANT AGREEMENT NO. D030509 2008 BIENNIAL INSPECTION MANHATTAN BRIDGE BIN 2-24002-7 & BIN 2-24002-8 FINAL PROJECT REPORT February 2009 B&H ENGINEERING P.C. In association, with AI ENGINEERS, INC., P.C. (DBE)