DOCSLIB.ORG

Reconstruction of the Eads Bridge Highway Deck

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Reconstruction of the Eads Bridge Highway Deck Reconstruction of the Eads Bridge Highway Deck Michael J. Cronin, PE, SE Eads Bridge History y Opened to traffic July 4, 1874 y Designed and planned by James Buchanan Eads − Underwater salvage expert − Shipbuilder − No formal education − Hired by the St. Louis and Illinois Bridge Company as engineer-in-chief for this project Eads Bridge History y Design and construction innovations − deep pressurized caisson construction Eads Bridge History y Design and construction innovations − deep pressurized caisson construction − high strength cast steel Eads Bridge History y Design and construction innovations − deep pressurized caisson construction − high strength cast steel − design of components to permit ease of replacement Eads Bridge History y Design and construction innovations − deep pressurized caisson construction − high strength cast steel − design of components to permit ease of replacement − cantilever construction of main arch spans Eads Bridge History y Design and construction innovations − Deep pressurized caisson construction − high strength cast steel − design of components to permit ease of replacement − cantilever construction of main arch spans − 500 ft spans were 200 ft longer than any built previously Bridge Ownership History y Illinois and St Louis Bridge Company y Missouri Pacific Railroad Company y Terminal Railroad Association y City of St. Louis / Bi-State Development Agency Rehabilitation Challenges y Preserve historically important aesthetic elements y Use existing substructure to support new highway deck y Maintain light rail traffic during construction New Cross Section y Four 11 ft lanes designed for HS-20 loading y 1 ft offset between outside lanes and the Jersey barriers y 5 ft sidewalk on south side of roadway Bridge Sections y West Approach y West Arcade y Main Spans y East Arcade y East Approach West Approach & East Arcade y Substructure: 3 longitudinal walls − Outside walls of stone or brick masonry, original construction − Center wall of minimally reinforce concrete, constructed in the 1920’s y Substructure repairs − Tuckpointing − Crack repair − Reinforced concrete pads West Approach & East Arcade y Longitudinal concrete beams over First and Second Streets − Spalled and cracked − Some section loss in reinforcing − Capacity found to be marginally acceptable y Repairs − fiber composite wrap − total replacement West Approach & East Arcade y Existing superstructure: transverse concrete floorbeams with distinctive sloped ends y Replaced with prestressed concrete I girders with special ends − designed as 2 span continuous to maintain distribution to supporting walls y Precast SIP form panels utilized West Arcade y Substructure: 2 longitudinal walls y East portion - stone masonry arches in fairly good condition − concrete infill used to strengthen arches y West portion - reinforced concrete open arches in poor condition − total replacement with new reinforced concrete arches West Arcade y Existing superstructure − non-composite rolled beams at 4 ft spacing − deck replaced in early 1980’s − design called for cleaning & painting beams, scarifying & overlaying deck y Change order proposed by contractor − total replacement of superstructure with composite rolled beams at 8.5 ft spacing Main Spans y Existing substructure - 2 piers and 2 abutments founded on bedrock − Good condition − Top surfaces of piers and abutments required crack repair and resurfacing Main Spans y Arch truss superstructure − no retrofit required if dead load from new floor system and deck is held < 116 psf Main Span Floor System y Existing floor system: half-filled grid deck on floorbeams at 6 ft spacing y New floor system eliminated floorbeams between columns - 12 ft spacing y Exodermic™ Deck specified to span the 12 ft between floorbeams − 74 psf using standard weight aggregate Main Span Floor System y The Exodermic™ deck, or an “unfilled steel grid deck composite with a ±4.5” reinforced concrete slab” provides: − Light weight − Structural efficiency − Protection of Light Rail operating below ExodermicTM Bridge Deck Special Main Span Features y Overlook areas at piers and abutments y Bridge can be closed to traffic for special weekend events y Electrical outlets built into north barrier East Approach y 10 spans of new steel superstructure on new concrete substructure - 1000 ft y Highway deck starts above MetroLink track and end below y Highway deck had to be built around MetroLink bridge and elevated station as well as abandoned foundations East Approach y Drilled shaft construction − one shaft per pier − up to 7 ft in diameter − utilized to minimize footprint and to avoid vibrating adjacent MetroLink foundation East Approach y Steel straddle bents − transverse beams − support the highway deck over the MetroLink tracks and elevated station platform where traditional supports cannot be used Connection to MetroLink y Handicap accessible ramp built to connect sidewalk to East Riverfront Station Reopening - July 4, 2003 THANK YOU.
Load more

Recommended publications
  • Group Tour Manual
    Group Tour GUIDE 1 5 17 33 36 what's inside 1 WELCOME 13 FUN FACTS – (ESCORT NOTES) 2 WEATHER INFORMATION 17 ATTRACTIONS 3 GROUP TOUR SERVICES 30 SIGHTSEEING 5 TRANSPORTATION INFORMATION 32 TECHNICAL TOURS Airport 35 PARADES Motorcoach Parking – Policies 36 ANNUAL EVENTS Car Rental Metro & Trolley 37 SAMPLE ITINERARIES 7 MAPS Central Corridor Metro Forest Park Downtown welcome St. Louis is a place where history and imagination collide, and the result is a Midwestern destination like no other. In addition to a revitalized downtown, a vibrant, new hospitality district continues to grow in downtown St. Louis. More than $5 billion worth of development has been invested in the region, and more exciting projects are currently underway. The Gateway to the West offers exceptional music, arts and cultural options, as well as such renowned – and free – attractions as the Saint Louis Art Museum, Zoo, Science Center, Missouri History Museum, Citygarden, Grant’s Farm, Laumeier Sculpture Park, and the Anheuser-Busch brewery tours. Plus, St. Louis is easy to get to and even easier to get around in. St. Louis is within approximately 500 miles of one-third of the U.S. population. Each and every new year brings exciting additions to the St. Louis scene – improved attractions, expanded attractions, and new attractions. Must See Attractions There’s so much to see and do in St. Louis, here are a few options to get you started: • Ride to the top of the Gateway Arch, towering 630-feet over the Mississippi River. • Visit an artistic oasis in the heart of downtown.
    [Show full text]
  • Jefferson National Expansion Memorial______AND/OR COMMON the Gateway Arch, the Old Courthouse, and the Old Cathedral LOCATION
    Form No. 10-306 (Rev. 10-74) UNlTtDSTATtS DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE NATIONAL REGISTER OF HISTORIC PLACES INVENTORY -- NOMINATION FORM FOR FEDERAL PROPERTIES SEE INSTRUCTIONS IN HOW TO COMPLETE NATIONAL REGISTER FORMS __________TYPE ALL ENTRIES - COMPLETE APPLICABLE SECTIONS_________ | NAME HISTORIC Jefferson National Expansion Memorial____________________ AND/OR COMMON The Gateway Arch, The Old Courthouse, and The Old Cathedral LOCATION _NOT FOR PUBLICATION CITY. TOWN CONGRESSIONAL DISTRICT St. Louis t _ VICINITY OF Third STATE CODE COUNTY CODE Missouri 29 St. Louis 510 HCLASSIFICATION CATEGORY OWNERSHIP STATUS PRESENT USE ^-DISTRICT X-PUBLIC X-OCCUPIED —AGRICULTURE. XJVIUSEUM _ BUILDING(S) X-PRIVATE —UNOCCUPIED —COMMERCIAL X-PARK _ STRUCTURE —BOTH X_WORK IN PROGRESS —EDUCATIONAL —PRIVATE RESIDENCE —SITE PUBLIC ACQUISITION ACCESSIBLE —ENTERTAINMENT X.RELIGIOUS —OBJECT —IN PROCESS —YES: RESTRICTED —GOVERNMENT —SCIENTIFIC —BEING CONSIDERED X-YES: UNRESTRICTED —INDUSTRIAL —TRANSPORTATION —NO —MILITARY —OTHER: AGENCY REGIONAL HEADQUARTERS (If applicable) U.S. National Park Service, Midwest Regional Office STREET & NUMBER 1709 Jackson Street CITY. TOWN STATE Omaha VICINITY OF Nebraska LOCATION OF LEGAL DESCRIPTION COURTHOUSE, REGISTRY OF DEEDS'. u>s> National Park Service. MWRO STREET & NUMBER 1709 Jackson Street CITY, TOWN STATE Omaha Nebraska 1 REPRESENTATION IN EXISTING SURVEYS TITLE .Historic American Buildings Survey DATE X 1936 ^FEDERAL —STATE —COUNTY —LOCAL DEPOSITORY FOR SURVEY RECORDS Library of Congress CITY. TOWN STATE Washington B.C. (See Continuation Sheet, page l) CONDITION CHECK ONE CHECK ONE —EXCELLENT —DETERIORATED —UNALTERED X-QRIGINAL SITE X_GOOD —RUINS X_ALTERED —MOVED DATE_______ X-FAIR _UNEXPOSED DESCRIBE THE PRESENT AND ORIGINAL (IFKNOWN) PHYSICAL APPEARANCE The "business center of old St. Louis grew up along the levee, where the riverfront was the jumping-off place for journeys westward.
    [Show full text]
  • The Designing of the Eads Bridge John A. Kouwenhoven Technology
    The Designing of the Eads Bridge John A. Kouwenhoven Technology and Culture, Vol. 23, No. 4. (Oct., 1982), pp. 535-568. Stable URL: http://links.jstor.org/sici?sici=0040-165X%28198210%2923%3A4%3C535%3ATDOTEB%3E2.0.CO%3B2-0 Technology and Culture is currently published by The Johns Hopkins University Press. Your use of the JSTOR archive indicates your acceptance of JSTOR's Terms and Conditions of Use, available at http://www.jstor.org/about/terms.html. JSTOR's Terms and Conditions of Use provides, in part, that unless you have obtained prior permission, you may not download an entire issue of a journal or multiple copies of articles, and you may use content in the JSTOR archive only for your personal, non-commercial use. Please contact the publisher regarding any further use of this work. Publisher contact information may be obtained at http://www.jstor.org/journals/jhup.html. Each copy of any part of a JSTOR transmission must contain the same copyright notice that appears on the screen or printed page of such transmission. The JSTOR Archive is a trusted digital repository providing for long-term preservation and access to leading academic journals and scholarly literature from around the world. The Archive is supported by libraries, scholarly societies, publishers, and foundations. It is an initiative of JSTOR, a not-for-profit organization with a mission to help the scholarly community take advantage of advances in technology. For more information regarding JSTOR, please contact [email protected]. http://www.jstor.org Thu Sep 13 11:00:37 2007 The Designing of the Eads Bridge JOHN A.
    [Show full text]
  • Bridging the Mississippi: a History of the Rivalry Between Suspension and Arch Modes of Engineering Kurt Timmerman University of Missouri-St
    University of Missouri, St. Louis IRL @ UMSL Theses Graduate Works 10-31-2014 Bridging the Mississippi: A History of the Rivalry between Suspension and Arch Modes of Engineering Kurt Timmerman University of Missouri-St. Louis Follow this and additional works at: http://irl.umsl.edu/thesis Recommended Citation Timmerman, Kurt, "Bridging the Mississippi: A History of the Rivalry between Suspension and Arch Modes of Engineering" (2014). Theses. 166. http://irl.umsl.edu/thesis/166 This Thesis is brought to you for free and open access by the Graduate Works at IRL @ UMSL. It has been accepted for inclusion in Theses by an authorized administrator of IRL @ UMSL. For more information, please contact [email protected]. Bridging the Mississippi: A History of the Rivalry between Suspension and Arch Modes of Engineering Kurt J. Timmerman M.A., History, University of Missouri-St. Louis, 2014 B.S., Systems and Data Processing, Washington University, 1991 A Thesis submitted to The Graduate School at the University of Missouri-St. Louis in partial fulfillment of the requirements for the degree Master of Arts in History December 2014 Advisory Committee Louis S. Gerties, Ph.D. Chairperson Steven Rowan, Ph. D. Carlos A. Schwantes, Ph.D. Copyright, Kurt J. Timmerman, 2014 Acknowledgements Thanks to Dr. Steven Rowan and Dr. Carlos Schwantes, who provided valuable insight, knowledge, perspective, and a fresh review of my manuscript. Both were very helpful in reviewing my manuscript and offering improvements that made it a much better document. Dr. Gerteis, my thesis advisor, was very helpful and patient during my research and never hesitated to give answers to my questions in a calm, instructive manner.
    [Show full text]
  • A Context for Common Historic Bridge Types
    A Context For Common Historic Bridge Types NCHRP Project 25-25, Task 15 Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 NCHRP Project 25-25, Task 15 A Context For Common Historic Bridge Types TRANSPORATION RESEARCH BOARD NAS-NRC PRIVILEGED DOCUMENT This report, not released for publication, is furnished for review to members or participants in the work of the National Cooperative Highway Research Program (NCHRP). It is to be regarded as fully privileged, and dissemination of the information included herein must be approved by the NCHRP. Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 ACKNOWLEDGEMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration, and was conducted in the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of the National Research Council. DISCLAIMER The opinions and conclusions expressed or implied in the report are those of the research team. They are not necessarily those of the Transportation Research Board, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, or the individual states participating in the National Cooperative Highway Research Program. i ACKNOWLEDGEMENTS The research reported herein was performed under NCHRP Project 25-25, Task 15, by Parsons Brinckerhoff and Engineering and Industrial Heritage. Margaret Slater, AICP, of Parsons Brinckerhoff (PB) was principal investigator for this project and led the preparation of the report.
    [Show full text]
  • Merchants Bridge Main Span and East Approach
    Merchants Bridge Main Span and East Approach Allen Smith Nick Staroski HISTORY St Louis Merchants Exchange funded to compete with Eads Bridge Panic of 1893 resulted in St Louis Merchants Exchange giving up ownership TRRA took ownership 1890 First Major rehabilitation occurred in 1902 Second Major rehab occurred in 2004 CONSTRUCTION HISTORY – MAIN SPAN CONSTRUCTION HISTORY – MAIN SPAN CONSTRUCTION HISTORY – EAST APPROACH CONSTRUCTION HISTORY – PNEUMATIC CAISSONS GEORGE MORISON Harvard Graduate. Lawyer and engineer Mentored by Octave Chanute Mentored Ralph Modjeski Designed multiple truss bridges over Mississippi, Ohio, and Missouri River Instrumental in the location of the Panama Canal BRIDGE OWNERSHIP HISTORY St Louis Merchants Exchange 1890-1893 Terminal Railroad of St Louis 1893-present BRIDGE DESCRIPTION 3 Span Through Truss 4,340-ft Total Length: 518’-518’-518’ Main Spans Deck plate Girder Approaches BRIDGE DESCRIPTION Multi–beam Trestles Constructed 1902 BRIDGE DESCRIPTION Deck Plate Girder Approaches Constructed 2004 PROJECT GOALS Return service to both tracks across bridge at E80 loading 15-ft track centers Minimize maintenance Minimize impacts to rail and maritime traffic during construction Minimize risk due to vessel impact and seismic events Inspection access PROJECT TEAM TranSystems Corporation- Prime Burns and McDonnell – Major Sub SCI Engineering - Geotechnical EDSI – Pick-up Survey Cardno/KCI – Utility Coordination PROJECT TIMELINE West Approach Project Began 2014 Consultant selected for Main
    [Show full text]
  • Downtown St. Louis Transportation Guide
    Transportation St. Louis Lambert International Airport St. Louis is situated at the geographic hub of the United States. Our location makes it possible for your attendees to fly to St. Louis from most major U.S. cities in just two to three hours. Flights St. Louis Wayfinding Signage MetroLink Station On average there are more than 237 daily departures from St. Louis to 74 non-stop destinations. Ten airlines, along with their affiliates and charter companies, offer service to/from St. Louis. MetroLink St. Louis’ light rail system, MetroLink, has been called one of the best mass transit systems in the country. The system – which begins at St. Louis Lambert International Airport and covers 48 miles – ends in suburban Belleville, Illinois at Scott Air Force Base/Shiloh and stops at 37 Missouri and Illinois stations in between. A one-way ride on MetroLink costs $2.50. Tickets may be purchased and validated at each station. Tickets from the airport station to downtown St. Louis cost $4.00. Day Passes for MetroLink and MetroBus are $7.50. Trains run every seven St. Louis Lambert International Airport minutes during rush hours, every 10 minutes during non-rush hours and every 15 minutes in the evening during the week. For Ride Sharing Services schedule information, dial (314) 231-2345. TTY: (314) 982-1555. Uber and Lyft are both available in St. Louis. Several Visit www.metrostlouis.org for more information. major venues such as Busch Stadium, Ballpark Village, Chaifetz Arena and more offer designated pick-up and Buses drop-off spots. The Bi-State MetroBus system serves most areas of St.
    [Show full text]
  • REHABILITATION PROJECT FACTS Mike Bost • First Full-Scale Rehabilitation of the Truss and U.S
    TODAY’S AGENDA “THE STAR-SPANGLED BANNER” by F.S. Key and J.S. Smith | arr. D. Burke East St. Louis Senior High School Marching Flyer Band John C. Barnes, Band Director University City High School “Golden Explosion” Marching Band Daniel Shavers, Band Director | Rob Giles, Assistant Band Director INTRODUCTION At the dedication of the bridge in 1874, James Eads declared that the bridge would endure John Nations President and CEO, Bi-State Development just so long as it continues to be REMARKS useful to the people that come after us David Dietzel —Howard Miller, “The Eads Bridge” Board Chairman, Bi-State Development Ray Friem BRIDGE FACTS Executive Director, Metro Transit • Length: 4,600 feet Mokhtee Ahmad • Width: 54 feet, 4 inches Regional Administrator, Federal Transit Administration • Designed by James Buchanan Eads Emeka Jackson-Hicks • Dedicated on July 4, 1874 Mayor, City of East St. Louis, Illinois • Designated a National Historic Landmark in 1964 • Added to National Register of Historic Places in 1966 Mark Kern St. Clair County, Illinois Board Chairman, REHABILITATION PROJECT FACTS Mike Bost • First full-scale rehabilitation of the truss and U.S. Representative, 12th Congressional District, Illinois superstructure of the 142-year old Eads Bridge William ‘Lacy’ Clay • The project team installed more than 580 tons of U.S. Representative, 1st Congressional District, Missouri steel and applied 7,500 gallons of protective coating Richard Durbin during the rehabilitation of the bridge U.S. Senator, Illinois • Over 1,200 individual structural repairs were made • Extended the life of the bridge by 75 years INCLUDING • All work was completed while also keeping the Special tours of the Eads Bridge rail deck on MetroLink bridge open to MetroLink, vehicle and river traffic Food and beverages available for purchase from local food trucks HISTORY A true engineering marvel, the Eads Bridge is the oldest bridge still in operation over the Mississippi River.
    [Show full text]
  • Covered Bridges National Historic Landmark Context Study
    NPS Form 10-900 OMB No. 1024-0018 (Rev. 08-2002) United States Department of the Interior National Park Service National Register of Historic Places Multiple Property Documentation Form This form is used for documenting multiple property groups relating to one or several historic contexts. See instructions in How to Complete the Multiple Property Documentation Form (National Register Bulletin 16B). Complete each item by entering the requested information. For additional space, use continuation sheets (Form 10-900-a). Use a typewriter, word processor, or computer to complete all items. X New Submission Amended Submission ======================================================================================= A. Name of Multiple Property Listing ======================================================================================= COVERED BRIDGES NHL CONTEXT STUDY ======================================================================================= B. Associated Historic Contexts ======================================================================================= ======================================================================================= C. Form Prepared by ======================================================================================= name/title Lola Bennett, Historian organization Heritage Documentation Programs, National Park Service address 1201 I Street NW, 7th Floor city/town Washington state DC zip 20005 code ======================================================================================= D. Certification
    [Show full text]
  • Building Bridges” – GSSI Junior Council’S Own Badge
    “Building Bridges” – GSSI Junior Council’s Own Badge There are more than half a million bridges in the USA and you rely on them every day to cross a river, road or other obstacle. The Mississippi River Region is a showcase of bridges from our past and westward expansion. Today they serve as a vital role in the economy and the region. In this badge you will learn about different bridges and their uses, engineering, construction and design. Get ready and cross the bridge to understanding these structures and the impact they have on your life! Steps 1. Be a bridge detective 2. Take a trip 3. Go back in time 4. Tools of the Trade 5. Under Construction Purpose When I’ve earned this badge, I’ll have explored bridge design and construction in my community. Step 1 Be a bridge detective Be a detective and learn about the design of bridges. CHOICES – DO ONE: Bridge design. Bridges come in all kinds of designs. Find out about the four basic types of bridges: beam, arch, truss and suspension. Why are some curved and others straight? Learn about the advantages and disadvantages of each. How do bridges effect the environment? Discuss the impact of bridges on transportation and the environment. Find out what steps are taken to ensure that a new bridge will be built in a most needed area with as little impact as possible on the environment and natural habitats. Did you know that archeologists who are experts in the past, research a possible bridge site for artifacts, cemetaries, burial grounds or other significant historical items before the project begins? Famous bridges.
    [Show full text]
  • Detour Directions to the Riverboats at the Gateway Arch
    Detour Directions to the Riverboats at the Gateway Arch ALERT: South Access CLOSED 8pm – 6am every Friday – Sunday Leonor K Sullivan Blvd access is restricted from 8pm – 6am on Friday, Saturday & Sunday evenings. During these times, levee parking and access to the Riverboats at the Gateway Arch Riverboats is only available from the NORTH via Biddle Street. From Illinois: Poplar Street Bridge Heading WEST on the Poplar Street Bridge, in the far right lane, take exit 40B for 44East/70West to Kansas City/Walnut Street. Keep LEFT on the ramp to merge onto I-44 East. Remain in the Exit Only lane and take first exit 292 for 3rd Street/Washington Ave./Eads Bridge. Quickly merge to the far right lane, then continue straight ahead (crossing Washington Ave.) Continue NORTH on 3rd Street (past Laclede’s Landing Blvd. & Carr Street) then turn RIGHT on Biddle Street. Continue EAST on Biddle to the riverfront and turn RIGHT onto Leonor K. Sullivan Blvd. The levee entrance will be on your LEFT across from Laclede’s Landing Blvd. Turn left to access the levee then continue south along the levee past the Eads Bridge to reach the Riverboats at the Gateway Arch. From Illinois: MLK Bridge Heading WEST on MLK Bridge, after crossing the bridge, follow the road to the right (careful not to take the interstate on-ramp onto 44E). Continue NORTH on Lumiere Place Blvd. (past Carr Street) then turn RIGHT on Biddle Street. Continue EAST to the riverfront and turn RIGHT onto Leonor K. Sullivan Blvd. The levee entrance will be on your LEFT across from Laclede’s Landing Blvd.
    [Show full text]
  • Pedestrian CRUISES 55 Entrance to Riverboats Mississippi River Poplar Street Bridge Street Poplar Macarthur Bridge
    N 13th St N 13th St Mullanphy St Howard St Hadley St Madison St N Tucker Blvd Biddle St Cole St S Tucker Blvd Carr St S 11th St Hadley St N 11th St Chambers St N 11th St S 11th St N Tucker Blvd S 10th St N 11th St Tyler St La Beaume St Olive St Olive Pine St Pine Spruce St Spruce Clark Ave Market St N 10th St Walnut St Walnut Locust St Locust St. Charles St St. Dr. MLK Dr MLK Dr. Lucas Ave Lucas S 10th St Chestnut St N 10th St Ave Washington Convention Plaza Convention Cerre St Cerre Gratiot St Gratiot Dickson St Cass Ave S 9th St Hempstead St N 9th St S 9th St N 9th St Renaissance The Westin Citygarden St Howard St. Louis N 8th St Grand Hotel S 8th St S 8th St America’s N 8th St Center Lebanon Dr Lebanon N 7th St Mound St N 7th St O’Fallon St Biddle St N 7th St Cole St Carr St Embassy Suites Busch Mullanphy St Stadium Chestnut St The Dome at Stan Musial Veterans Memorial Bridge Locust St Locust N 6th St S 6th St Clark Ave Ballpark Village America’s Center Lasalle St Hickory St Florida St Market St Kiener Chouteau Ave Chouteau Drury Inn Hilton Plaza Cass Ave Walnut St Walnut & Suites Ballpark N Broadway Dickson St Mound St Convention Plaza Convention Gratiot St Gratiot S Broadway N Broadway Collin St 40 Old N Broadway Court- Hilton O’Fallon St house St Pine Cerre St Cerre Down- Ave Lucas Spruce St Spruce Olive St Olive 44 N 2nd St 64 Ave Washington town N 3rd St Biddle St S 4th St N 4th St Charles St St.
    [Show full text]