rfp 1704 | item 12

RFP 1704 | Item 12LAPORTE DISTRICT | INDIANA DEPARTMENT OF TRANSPORTATION

Client Focused | Performance Driven | Employee Owned

SR 249 Bridge Superstructure Replacement 1

Responsible Office: Authorized Negotiator:Lochner Eric Wilson, PE286 West Johnson Road, Suite D [email protected] Porte, Indiana 46350 (219) 324-4903

Dear INDOT LaPorte District Selection Committee Member,

Lochner is pleased to submit this letter of interest to the INDOT LaPorte District for preliminary design services for the superstructure replacement of SR 249 over US 12, NICTD, Norfolk Southern Railroad, and South Boundary Road. We have assembled a team that is especially well-suited for this project considering our teaming partner, The Troyer Group, completed design services for the most recent rehabilitation work on this bridge in 2015. This previous experience adds the most value to the LaPorte District by allowing us to be able to hit the ground running. Some of the highlights of our proposal are as follows:

Capacity• Combined staff of Lochner & The Troyer Group with over 600 engineers and planners• Immediate availability throughout the duration of the project.

Team Qualifications• Project Manager with over 20 years of complex bridge design experience• Deputy Project Manager with a long history of successful delivery of INDOT projects• Professional Engineers, Engineer Interns, and technicians with INDOT highway design experience• Demonstrated track record on similar projects• Constructability review process with experienced INDOT Construction Engineers• Material Testing and Corrosion Assessment Experts to ensure cost-effective rehabilitations

Project Approach• Service oriented• Technical expertise and attention to detail• Innovative ideas and value added services• Effective communication and professionalism

Our assembled TEAM of professionals has the necessary experience and capacity to serve the LaPorte District with bridge rehabilitation design services. As you will see from the following pages, our team has the essential years of experience working with INDOT, including the LaPorte District, on every type of project. We ask that you select the Lochner team to work with the INDOT LaPorte District on this project and thank you for allowing us the opportunity to respond with this letter of interest.

Sincerely,H.W. LOCHNER, INC. Eric Wilson, P.E. .Office Manager




Project Manager/Structures LeadDaniel W. Herring, PE (L)

(L) H.W. Lochner, Inc.(TTG) The Troyer Group

Team CompositionWork Types Firm Percent Firm Information5.2 Environmental Document Preparation - CE9.2 Level 2 Bridge Design

Lochner 60% Lochner was established in 1944 and provides transportation construction engineering, planning, and design for public and private clients. Lochner is a teaming partner for innovative solutions to your planning, design, construction and alternative delivery needs.

5.2 Environmental Document Preparation - CE9.2 Level 2 Bridge Design

The Troyer Group

30% Full-service firm, that has successfully designed and inspected projects with INDOT—striving for increased social, environmental, & economic project value.

6.1 Topographic Survey Data Collection

Hendricks & Associates

3% Surveying and Engineering firm located in LaPorte, IN

7.1 Geotechnical Engineering Services

K&S Engineers 7% DBE

DBE Geotechnical and Testing Engineering Firm located in Highland, IN

INDOT

Structural EngineerColleen Malone, PE (L)

Deputy Project Manager/Civil LeadChristopher Waidner, PE (TTG)

Constructability EngineerEric Wilson, PE (L)

EnvironmentalCJ Cunningham (TTG)




Experience: 19 yrs

Education:Masters of Science in Engineering, Purdue University, 2009Bachelor of Science in Structural Engineering, Purdue University, 1997

Registration:Professional Engineer: IN # 10606734

Certifications:Bridge Inspector RefresherFracture Critical Inspection Techniques for Steel BridgesQualified Program Manager - Bridge InspectionSafety Inspection of In-Service Bridges

Daniel Herring, PE, SE — Project ManagerMr. Daniel W. Herring, PE, SE is a Senior Structural Project Manager for Lochner’s Structural Design Group. Mr. Herring grew up just a few miles from this structure and has deep roots in Northern Indiana. His 19 years of engineering and design experience includes the development and design of complex bridge replacements and bridge rehabilitations throughout the United States. As a Project Manager, Mr. Herring has led multi-million dollar projects, like the Indiana Toll Road Concession Company’s recent $210 Million Road and Bridge Rehabilitation Project. Additionally, Mr. Herring is a certified Bridge Inspection Team Leader for the State of Indiana. He routinely presents lectures on the latest engineering techniques for structural design.

Relevant ProjectsITRCC PUSH Project | Lake County to Elkhart County, IN | ITR Concession Company LLCProject ManagerProgram management services, as the owner’s representative, for the rehabilitation of a 73-mile (292-lane mile) section of tollway, including pavement rehabilitation of the main line and shoulders, the installation of new fiber optic cable, interchange pavement rehabilitation, and repairs to 53 structures (including deck replacements and bridge widening). Responsible for: � Leading all owner advisory efforts for the project including RFP and contract development during the procurement phase including negotiation with bidders

� Managing leadership and coordination of multidisciplinary design team to support this Design-Build project using Early Constructor Involvement (ECI) processes

� Leading integration with Indiana Toll Road staff, design and management staff � Leading risk assessment efforts for the project during procurement � Leading construction oversight thru substantial completion and final acceptance

Wilson Street Bridge Replacement Preliminary Design| Batavia, IL | City of BataviaProject ManagerDan led the preliminary engineering and design of the replacement a three-span earth-filled spandrel concrete arch bridge over the Fox River. The new superstructure consists of a parabolically haunched continuous post-tensioned concrete slab. The structure is arranged in three continuous spans of 74-ft., 88-ft., and 74-ft. The substructure consists of two post-tensioned concrete arch-shaped piers with spread footings socketed into rock. Two concrete full-height abutments are supported by vertical and battered 200-ton capacity micropiles. Staging of the filled spandrel arch bridge was necessary for the project. A detailed strength and stability finite element analysis was conducted to determine that the bridge could be cut in half longitudinally for the purposes of staging.Responsible for: � Performing overall final design of this parabolically haunched and post-tensioned concrete bridge

� Designing final superstructure � Designing final substructure

SR 520 Eastside Transit & HOV Design-Build | King County, WA | Eastside Corridor Constructors ( a JV of Granite Construction/PCL Construction) LLCDeputy Design ManagerDan lead the structural design team for this 2.5 Mile, $395 Million Urban Freeway reconstruction project that included construction of four new interchanges, four new Bus Rapid Transit Stations, one HOV direct access interchange, and a regional trail with numerous dedicated trail tunnels. Additional items included culvert replacements, new overpass structures, and a new design item called an Urban Lid, this is an area where transit, trails, and traditional traffic meet to provide complete streets access.

Project Leadership




Christopher Waidner, PE — Deputy Project Manager/Lead Civil EngineerChris is the Director of Transportation projects for Troyer Group and has been involved with countless federally funded projects over his 19 year career.

Maximizing Value Chris is passionate about delivering efficient, value-driven design that best fits the needs of the task at hand. He utilizes efficient collaborative leader-ship techniques including timely meetings with clear and precise data. This ensures the client and sub consultants are properly and consistently informed.

Practical Design Each project has unique opportunities to add value to the community. Chris works to identify these and utilize practical design principles to make them a reality. Principles include sound en-gineering judgement, “Design-Up” philosophy, accurate scoping, and focusing on safety.

Demonstrated Qualifications and CommitmentChris has worked with LaPorte District from concept to completion and beyond on several economically and safety driven projects. He is continuously expanding his knowledge and skills through post construction follow-ups, training seminars, public presentations, and teaching op-portunities to better relate and understand various points of view.

Colleen Malone, PE — Lead Structural EngineerMs. Colleen Malone, PE, SE, is a Senior Project Manager in Lochner’s Midwest design group. Ms. Malone has more than 20 years’ structural engineering experience within the transportation industry. Her experience includes highway bridge design, railroad bridge design, large box culvert design, pedestrian overpass and underpass design, railroad overpass design, retaining wall design, project management, cost estimates and specifications, overhead sign structure design, constructability review, and shop drawing review.

Relevant Projects � US 20 & SR 2 Interchange Design, INDOT � Design Engineering Services for Structure Removal and Replacement for FAP 316 (US 52/IL 26) and FAP 742 (IL 2)

� South Water Street Viaduct, Stetson Avenue to Beaubien Court, City of Chicago � Jane Addams Memorial Tollway Widening and Bridge Reconstruction I, Illniois Tollway � Jane Addams Memorial Tollway Widening and Bridge Reconstruction II, Illniois Tollway � Design Services for I-94 (Edens Expressway) from Lake Cook Road to Lawrence Avenue, Illinois DOT

� Metra Rock Island District Bridges 399 and 400 � SR 520 Eastside Transit & HOV Design-Build � Mountain View Corridor, Redwood Road to 5400 South CM/GC Design

Experience: 19 yrs

EducationB.S., Civil Engineering, 1997, Purdue University

Registration:Professional Engineer

Presentations/SpecialTeaching• Bike Indiana Summit• Purdue North Centrail (GuestLecturer)• INDOT LaPorte DistrictRoundabout Session (InvitedSpeaker)

Experience: 20 yrs

EducationMasters of Science in Civil Engineering, Purdue University, 1996Bachelor of Science in Civil Engineering, University of Illinois at Urbana-Champaign, 1994

Registration:Professional Engineer: IN # 10707722




Eric Wilson, PE — Constructability Review Lead

Eric served the INDOT LaPorte District as both a Construction Project Engineer and Area Engineer. He has worked on countless INDOT Bridge Rehabilitation and Replacement Projects throughout Northwest Indiana.

Relevant Projects � ITRCC BHX-A and 5262B in Lake County, IN. Complete removal and replacement of structures over I-94 and Indiana Toll Road

� ITRCC PUSH 80/90 Design-Build in various counties. 292 lane miles of asphalt pavement reconstruction and rehabilitation of 53 bridges along the corridor

� I-65 Design-Build from US30 to Ridge Road in Hobart, IN. Complete removal and replacement of all pavement, bridge structures, drainage, ITS installation, ramps to/from 61st Avenue.

� I-65 Reconstruction from US30 to SR231. Complete removal and replacement of all pavement, drainage, signage, bridges. Installation of pedestrian tunnel under I-65, ITS installation, and ramp reconstruction at I-65 and US231.

� I-80/94 Design Build removal and replacement of Georgia Street, MLK Street, Chase Street, Clark Street and Harrison Street bridge structures over I-94.

� I-80/94 and Cline Avenue Interchange reconstruction. Removal and replacement of Cline Avenue pavement, bridge structures, drainage, signage and ITS.

CJ Cunningham — Environmental LeadAs an Urban Planner for Troyer Group, C.J. develops comprehensive plans and programs for use of land and physical facilities of local jurisdictions, such as towns, cities, counties and metropolitan areas. He also prepares environmental and Section 106 documentation necessary for federally-funded projects.

Relevant Projects � US 20 New Carlisle to US 31 – St. Joseph County, IN � US 41 and SR 114 RCUT – Morocco, IN � SR 51 - US 30 to US 20 – Lake County, IN � SR 114 over Zamborosky Ditch Small Structure – Newton Co., IN � SR 55 over Gregory Ditch Small Structure – Newton Co., IN

Training � NEPA CE Training � INDOT Cultural Resources � Section 106: Principles and Practice Training

Experience: 11 yrs

EducationBachelor of Science in Urban Planning & Development, Ball State University, 2006

Experience: 19 yrs

EducationBachelor of Science in Civil Engineering, Purdue University, 1997

Registration:Professional Engineer: IN #10201184

Experience: 25 yrs

EducationBachelor of Science in Civil Engineering, University of Missouri-Rolla, 1990

Registration:Professional Engineer: IN #10201184

Kevin Kassay, PE — Utility and Railroad EngineerKevin has over two decades of railroad design and coordination experience. He has worked with all of the Class I railroads in Northern Indiana and the Northern Indiana Commuter Train District (NICTD).

Relevant Projects � Vollmer Road Underpass at Metra-CN Railroad Preliminary Engineering � Metra - Vermont St. Station Pedestrian Access Improvements Design � Village of Cary Metra Station Improvement � Downers Grove – Main St. Metra Station Platform Improvements Design � CTA Red Purple Modernization Preliminary Engineering � CTA Red Line Track Engineer




Project Approach

Des #1600500 SR 249 Bridge over US 12, NICTD, NS and South Boundary Road

Bridge #(249)12-64-02673AThis two-lane, ten-span, continuous pre-stressed concrete bulb-T bridge located on SR 249 over US 12 and two railroads, in Porter County is a critical connection for international commerce and the local economy. The bridge provides a vital railroad grade separated access point to the Port of Indiana and Arcelor Mittal Steel.

Due to the heavy commercial aspect of the Port and Arcelor Steel, the commercial vehicle AADT is approximately 40%. Additionally, the bridge is within 15 miles of an Indiana Toll Road Exit and SR 249 is designated as an Extra Heavy Duty Truck Haul Route, therefore, the design vehicle for special Toll Road Loading and Michigan Train Truck will be must be utilized during design.

The SR 249 Bridge provides access to the Port of Indiana over US 12, NICTD, NS, and south boundary road. The mini-scope for Des #1600500 highlights the investigation of various beams exhibiting cracks in the top flange. The findings identified Delayed Ettringite Formation (DEF) due to improper curing of the beams at the time of construction in the casting yard as the root cause of the exhibited cracks. The mini-scope recommendation is the full replacement of the superstructure to remedy the issues affecting the beams.

The Lochner Team’s Approach is simple,

� Facilitate Meetings with the various stakeholders to develop a robust process for assessing a preferred alternative for the superstructure replacement of this critical structure

� Develop a Robust and In-Depth Engineer’s Report detailing the preferred alternative

� Prepare fully engineered structural plans for the preferred alternative

We know the importance of coordination and communication on a project of this level of complexity. Our team was specifically developed with personnel who have close working relationships with the various stakeholders within the project limits. Our team adds value to INDOT by complimenting INDOT’s project management processes with Lochner’s national structural design experience and keen project insights.




Alternate 1SR 249 Superstructure Replacement (Two Lane Bridge)

The first Alternate is the replacement of the existing superstructure with new bearings, beams, approaches, deck and parapet wall with the same cross section. This alternate will review options for replacing the prestressing concrete beams with steel girders. A life cycle costing analysis will be completed to determine the life cycle maintenance costs for each beam type. Additional items to be reviewed include review of various deck construction systems and joint vs. jointless construction. Analysis of the existing conditions and an in-depth investigation of the structure will be critical to developing this alternate.

Des #1600500 SR 249 Bridge over US 12, NICTD, NS and South Boundary RoadThe LOCHNER Team has reviewed the Mini-scope for the SR 249 Bridge Superstructure replacement and identified two possible alternatives with various Maintenance of Traffic configurations. The final alternative and preferred MOT configuration will be fully devel-oped through a comprehensive Engineering Assessment of this superstructure replace-ment project.

Maintenance of Traffic

The main component in the development of the alternatives is the preferred maintenance of traffic. We have identified four potential MOT Configurations based on the existing layout and localized limitations.

� Full Closure with Detour

� Signalized Single Lane Closure

� Temporary Adjacent Structure

� Bridge Widening

Alternate 2

SR 249 Superstructure Replacement with Bridge Widening

Alternate 2 focuses on developing a concept plan for widening the existing structure to accommodate three lanes of traffic. This option constructs a new permanent single lane bridge adjacent to the existing SR 249 Bridge.

Like alternate 1, this alternate will follow the same fundamental steps of life cycle costing analysis, existing structural investigations, and in-depth analysis of the various bridge elements to be replaced/constructed.




Signalized Single Lane ClosureThe Single Lane Closure with Signalized Phasing will require temporary shoring of the bridge, phased construction, and traffic analysis for the signalized phasing. This option will require more time than a full closure and will require extensive construction phasing (thereby increasing costs).

Segmental single lane bridge deck removal in phases to reduce possible traffic backups

Potential Temporary Shoring for Bridge Construction

Pros/Cons

• Maintain Traffic on Structure

• All Construction within existing limits

• Design and Construction of Tem-porary Shoring

• Multiple construction phases

• Increased disruption to traffic due to phasing

Full Closure with DetourThe full closure option will require a traffic detour. One option is to detour traffic to the west over the emergency at-grade railroad crossing. This option will require:

Pros/Cons

• Upgrade of the at-grade crossing with gates, signals, bells and lights

• Construction of queuing lanes for turning movements from US 12 to the detour route.

• Temporary Interconnected Traffic Signals

• Resurfacing of Detour Route

• Extensive Railroad Coordination

• Potential for Rail/Vehicle colli-sion




Temporary Adjacent Structure The Construction of a Temporary Structure Adjacent to SR 249 as a Maintenance of Traffic configuration will allow for two way traffic during construction. Phase 1 will construct a temporary bridge to allow unrestricted flow throughout construction. Phase 2 will remove and reconstruct the existing bridge. Phase 3 will switch traffic back to the original alignment and remove the temporary bridge.

Pros/Cons

• Maintain Two Way Traffic through-out Construction

• Cost of Temporary Construction Improvements


• Railroad Coordination due to temp construction within RR ROW

Temporary Bridge Detail (Illustrative Only)

Rendering of Three-Lane Superstructure Replacement with Widening

Bridge WideningWidening the bridge could also aid in the maintenance of traffic during construction, while building a structure that allows for future maintenance and increased movement of goods and services into the Port of Indiana. A possible permanent reversible third lane could be developed to better support the expansion and growth potential available within the Port’s Authority.

Pros/Cons

• Maintain Two Way Traffic throughout Construction

• Possible reversible third lane

• Improved access into Port

• Cost of bridge widening

• Extensive Railroad Coordination





Additional Design ConsiderationsAccelerated Bridge Construction (ABC) methods

To minimize impacts to traffic during bridge construction activities Lochner has developed concepts for accelerated bridge construction (ABC) methods, including the use of self-propelled modular transporters (SPMTs), slide-in-bridge construction (SIBC), and elevated drop-in (EDI) elements. Lochner has designed and used these systems throughout the country to accelerate complex bridge construction.

Lochner will continuously evaluate various bridge construction methods throughout the development process to determine the most cost effective solution for this location.

Self-Propelled Modular Transporters

Gantry Crane Span-by-Span Beam

Placement

Rendering of Two-Lane Rehabilitation




Team Demonstrated QualificationsUS 20 & SR 2 Interchange Design| Rolling Prairie, ININDOTUS 20 and SR 2 meet just east of Rolling Prairie, at the only signalized intersection between two four-lane divided highways in Indiana. Both routes carry high volumes of truck traffic, and the east–west corridor carries Michigan Train Trucks, just like the SR 249 Bridge. Lochner is the Lead Structures Engineer on the project design team. The Team of Lochner and Troyer Group has been able to use innovative design ideals for this location to provide an extremely cost effective design that meets the needs and improves overall safety.

Wilson Street Bridge over Fox River| Batavia, ILIDOTThe Wilson Street bridge over the Fox River in Batavia, IL was a three-span earth filled concrete spandrel bridge structure, similar to the SR 933 bridge over the St. Joseph River in South Bend. The new structure is a three-span post tensioned continuous concrete slab top bridge. The filled earth structure was cut in half longitudely for staged construction in order to maintain traffic.

ITRCC PUSH| I-80/90, Lake to Elkhart CountiesITRCCThis project is rehabilitating 73 miles of I-80/90 Indiana Toll Road between Portage, IN and Elkhart, IN. The PUSH project is the largest project the ITRCC has ever undertaken at $200M. The two-year project involves pavement rehabilitation, ITS equipment upgrades, interchange rehabilitations, and repairs (including deck replacements) to 53 structures within the project corridor

SR 55 Lardo Bridge Replacement| McCall, IDIdaho Transportation Department (ITD)This project was the first slide-in-bridge-construction (SIBC) for the ITD and the first design-build project for the State of Idaho. Lochner provided structural engineering and design services for this project. The project utilized accelerated bridge construction (ABC) methods to accelerate the bridge construction and open the bridge to traffic more quickly than traditional construction.

SR 249 Bridge Deck Overlay| Portage, ININDOTTroyer Group was selected on RFP #1301 Item 16, Multi-Des Bridge Rehabilitation Services, Bridge Replacement, Rehabilitation Or Repair. The SR 249 bridge deck overlay was part of this project. During development a traffic analysis was completed that showed single lane closure is possible, but should be limited in to less than the full length of the bridge to minimize queuing.




Project MatrixProject INDOT/IFA

OversightBridge

ReplacementBridge

RehabilitationMOT/Detour Innovation

US 20 / SR 2 X X XWilson Street Bridge X X X

I-80/90 PUSH X X X XSR 55 Lardo Bridge X X XI-80 Road Reconstruction X X X XSR 249 Bridge Deck Overlay X X X

I-94/294 Mile Long Bridge X X XRoute 60 MODOT X X XLaPorte Bridge #157 X X XLaPorte Bridge #183 X X

I-94/I-294 Mile Long Bridge| Chicago, ILIllinois State Toll Highway AuthorityLochner is the lead design firm in joint venture to determine a preferred replacement/rehabilitation alternative for Mile Long Bridge. The bridge is a dual structure, 54 span, 16 units, with a total length of 4,933 feet. The bridges carry the Tri-State Tollway over a Canadian National rail line with Amtrak and Metra use, the Illinois and Michigan Canal, two bike paths, the Chicago Ship and Sanitary Canal, the Metropolitan Water Reclamation District, the Des Plaines River, a BNSF rail yard, Santa Fe Drive, and the 75th Street interchange. Project will utilize gantry cranes during construction.

I-80 Road Reconstruction| Salt Lake County, UTUDOTThe project’s major elements included improvements to ramp and mainline geometry, pavement condition, medians, bridge structural integrity, noise mitigation, signalization, and aesthetics. To minimize impacts to interstate traffic during bridge replacement, Lochner developed concepts for accelerated bridge construction (ABC) methods, including the use of self-propelled modular transporters (SPMTs), slide-in-bridge construction (SIBC), and elevated drop-in (EDI) elements. In all, Lochner designed seven bridges, three of which were moved into position using SPMTs, launched out over the local road, and then lowered into place.

rfp 1704 | item 12

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