Author: Iowa. Highway Division
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 228
Book Description
This design Study Report presents the investigations made for the replacement of the US 34 MacArthur Bridge over the Mississippi River connecting Burlington, Iowa with Gulfport, Illinois. The study area includes all roadway and structures from Central Avenue in Iowa to the Burlington Northern Railroad bridge in Illinois. The replacement river bridge is set either 75 ft downstream and parallel to the existing structure (South Alignment) or upstream of the facility on a curve (North Alignment). The project is divided into three sections for the study of both alignments. These are the Iowa Approach up to the first land pier for the river bridge, the river bridge from the first land pier in Iowa to the abutment on the river side of the Henderson County Levee, and the Illinois Approach from the river bridge abutment to the Burlington Northern Railroad overpass. The selection of a structural concept for the river bridge has little or no affect on the construction cost of roadway items, demolition and structures for the Iowa or the Illinois Approaches. For the river crossing, four concepts for the channel span--a truss, a tied arch, and cable-stayed girders in steel and in concrete--were investigated for a 480-ft span on the south alignment and a 515-ft span on the north alignment. In addition, cable-stayed girders in steel and concrete were studied for a 660-ft channel span on the south alignment. Multiple girders in steel and prestressed concrete were evaluated for the approaches to these channel span schemes.
Draft Second Revision Study Report Burlington Bridge Replacement Des Moines County, Iowa; Henderson County, Illinois Mississippi River Bridge Between Burlington, Iowa and Gulfport, Illinois
Author: Iowa. Highway Division
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 228
Book Description
This design Study Report presents the investigations made for the replacement of the US 34 MacArthur Bridge over the Mississippi River connecting Burlington, Iowa with Gulfport, Illinois. The study area includes all roadway and structures from Central Avenue in Iowa to the Burlington Northern Railroad bridge in Illinois. The replacement river bridge is set either 75 ft downstream and parallel to the existing structure (South Alignment) or upstream of the facility on a curve (North Alignment). The project is divided into three sections for the study of both alignments. These are the Iowa Approach up to the first land pier for the river bridge, the river bridge from the first land pier in Iowa to the abutment on the river side of the Henderson County Levee, and the Illinois Approach from the river bridge abutment to the Burlington Northern Railroad overpass. The selection of a structural concept for the river bridge has little or no affect on the construction cost of roadway items, demolition and structures for the Iowa or the Illinois Approaches. For the river crossing, four concepts for the channel span--a truss, a tied arch, and cable-stayed girders in steel and in concrete--were investigated for a 480-ft span on the south alignment and a 515-ft span on the north alignment. In addition, cable-stayed girders in steel and concrete were studied for a 660-ft channel span on the south alignment. Multiple girders in steel and prestressed concrete were evaluated for the approaches to these channel span schemes.
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 228
Book Description
This design Study Report presents the investigations made for the replacement of the US 34 MacArthur Bridge over the Mississippi River connecting Burlington, Iowa with Gulfport, Illinois. The study area includes all roadway and structures from Central Avenue in Iowa to the Burlington Northern Railroad bridge in Illinois. The replacement river bridge is set either 75 ft downstream and parallel to the existing structure (South Alignment) or upstream of the facility on a curve (North Alignment). The project is divided into three sections for the study of both alignments. These are the Iowa Approach up to the first land pier for the river bridge, the river bridge from the first land pier in Iowa to the abutment on the river side of the Henderson County Levee, and the Illinois Approach from the river bridge abutment to the Burlington Northern Railroad overpass. The selection of a structural concept for the river bridge has little or no affect on the construction cost of roadway items, demolition and structures for the Iowa or the Illinois Approaches. For the river crossing, four concepts for the channel span--a truss, a tied arch, and cable-stayed girders in steel and in concrete--were investigated for a 480-ft span on the south alignment and a 515-ft span on the north alignment. In addition, cable-stayed girders in steel and concrete were studied for a 660-ft channel span on the south alignment. Multiple girders in steel and prestressed concrete were evaluated for the approaches to these channel span schemes.
Design Study Report Burlington Bridge Replacement Des Moines County, Iowa, Henderson County, Illinois, Mississippi River Bridge Between Burlington, Iowa and Gulfport, Illinois
Author: Iowa. Highway Division
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Revised Draft Design Study Report Burlington Bridge Replacement Des Moines County, Iowa; Henderson County, Illinois Mississippi River Bridge Between Burlington, Iowa and Gulfport, Illinois
Author: Iowa. Highway Division
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 154
Book Description
This Design Study Report presents the investigations made for the replacement of the MacArthur Bridge and its approaches in the States of Iowa and Illinois for US Route 34. The study area included all roadway and structures from the Central Avenue Bridge over US-34 in Iowa to the Burlington Northern railroad bridge in Illinois. The replacement river structure is set 75 ft downstream from the centerline of the existing bridge to the centerline of proposed US 34. The project is divided into three sections for the study. These are the Iowa Approach up to the first land pier for the river bridge, the river bridge from the first land pier in Iowa to the abutment on the river side of the Henderson County Levee, and the Illinois Approach from the river bridge abutment to the Burlington Northern railroad overpass. The selection of a structural concept for the river bridge has little or no affect on the construction cost of roadway items, demolition and structures at the Burlington Interchange which will be $2,993,000. For the river crossing, four concepts for the channel span-- a truss, a tied arch, and cable-stayed girders in steel and concrete--were investigated. Multiple girders in steel and in prestressed concrete and post-tensioned concrete box girder approaches were evaluated in conjunction with the channel span schemes. Based on estimated construction costs, which out-weigh other considerations, it is recommended that a simple span through truss with multiple prestressed concrete approach spans be constructed for an expenditure of $30,039,000. As multiple steel girders are competitive with multiple prestressed concrete girders, for the approach spans, it is further recommended that an alternate design be prepared for that portion of the structure. The construction cost for the Illinois approach has a minor impact from the selection of a river bridge concept and for the recommended scheme would be $2,956,000.
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 154
Book Description
This Design Study Report presents the investigations made for the replacement of the MacArthur Bridge and its approaches in the States of Iowa and Illinois for US Route 34. The study area included all roadway and structures from the Central Avenue Bridge over US-34 in Iowa to the Burlington Northern railroad bridge in Illinois. The replacement river structure is set 75 ft downstream from the centerline of the existing bridge to the centerline of proposed US 34. The project is divided into three sections for the study. These are the Iowa Approach up to the first land pier for the river bridge, the river bridge from the first land pier in Iowa to the abutment on the river side of the Henderson County Levee, and the Illinois Approach from the river bridge abutment to the Burlington Northern railroad overpass. The selection of a structural concept for the river bridge has little or no affect on the construction cost of roadway items, demolition and structures at the Burlington Interchange which will be $2,993,000. For the river crossing, four concepts for the channel span-- a truss, a tied arch, and cable-stayed girders in steel and concrete--were investigated. Multiple girders in steel and in prestressed concrete and post-tensioned concrete box girder approaches were evaluated in conjunction with the channel span schemes. Based on estimated construction costs, which out-weigh other considerations, it is recommended that a simple span through truss with multiple prestressed concrete approach spans be constructed for an expenditure of $30,039,000. As multiple steel girders are competitive with multiple prestressed concrete girders, for the approach spans, it is further recommended that an alternate design be prepared for that portion of the structure. The construction cost for the Illinois approach has a minor impact from the selection of a river bridge concept and for the recommended scheme would be $2,956,000.
US-34, Replacement of Burlington Bridge Over Mississippi River, Des Moines County, IA/Henderson County, IL, FONSI.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 126
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 126
Book Description
US 34/Burlington Bridge Over the Mississippi River Between Des Moines County, Iowa and Henderson County, Illinois
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 102
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 102
Book Description
Finding of No Significant Impact US 34 Replacement of the Burlington Bridge Over the Mississippi River, Des Moines County, Iowa -- Henderson County, Illinois
Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 156
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 156
Book Description
The 1993 Flood on the Mississippi River in Illinois
Author: Nani G. Bhowmik
Publisher:
ISBN:
Category : Flood damage
Languages : en
Pages : 160
Book Description
The lessons learned from this flood focus on the performance of the levees, governmental responses, the effects of flood fighting, change in stages due to levee breaches, flood modeling, and the lack of information dissemination to the public on the technical aspects of the flood. These lessons point out information gaps and the need for research in the areas of hydraulics and hydrology, meteorology, sediment transport and sedimentation, surface and ground-water interactions, water quality, and levees. The report presents a comprehensive summary of the 1993 flood as far as climate, hydrology, and hydraulics are concerned.
Publisher:
ISBN:
Category : Flood damage
Languages : en
Pages : 160
Book Description
The lessons learned from this flood focus on the performance of the levees, governmental responses, the effects of flood fighting, change in stages due to levee breaches, flood modeling, and the lack of information dissemination to the public on the technical aspects of the flood. These lessons point out information gaps and the need for research in the areas of hydraulics and hydrology, meteorology, sediment transport and sedimentation, surface and ground-water interactions, water quality, and levees. The report presents a comprehensive summary of the 1993 flood as far as climate, hydrology, and hydraulics are concerned.
The Bridge Book
Author: Don Henry
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 96
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 96
Book Description
Burlington, Iowa, to Bridge Mississippi River
Author: United States. Congress. House. Committee on Interstate and Foreign Commerce
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 1
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 1
Book Description
Federal Highway Administration Finding of No Significant Impact & Section 4(f) de Minimis Determination for the Proposed Kempton Bridge Replacement and NW 66th Avenue Reconstruction and Widening, Polk County, Iowa
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
Book Description
"Polk County in coordination with the Federal Highway Administration (FHWA) is proposing to replace Kempton Bridge over the Des Moines River, reconstruct and widen NW 66th Avenue from NW Beaver Drive in Johnston, Iowa, through the NW 26th Street intersection in Polk County. The proposed project would include reconstructing the intersection of NW Beaver Drive and NW 26th Street as well as designated left turn lanes between the Des Moines River and NW 26th Street and between Johnston Soccer League Drive and NW Beaver Drive. Additionally, a proposed paved multi-use recreational trail to accommodate pedestrian and bicycle modes would provide connectivity from an existing multi-use recreational trail west of the proposed project to the Neal Smith Recreational Trail." --
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
Book Description
"Polk County in coordination with the Federal Highway Administration (FHWA) is proposing to replace Kempton Bridge over the Des Moines River, reconstruct and widen NW 66th Avenue from NW Beaver Drive in Johnston, Iowa, through the NW 26th Street intersection in Polk County. The proposed project would include reconstructing the intersection of NW Beaver Drive and NW 26th Street as well as designated left turn lanes between the Des Moines River and NW 26th Street and between Johnston Soccer League Drive and NW Beaver Drive. Additionally, a proposed paved multi-use recreational trail to accommodate pedestrian and bicycle modes would provide connectivity from an existing multi-use recreational trail west of the proposed project to the Neal Smith Recreational Trail." --