project description route county limits leader north central … · 2018-08-21 · done as bridge...

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Pkg ID Project ID Project Description Route County Limits Leader

North Central RegionNC-01 1009-42-70 Region Wide culvert replacement on various highways in Wood County. VAR HWY Wood C-71-9008/0045 AND C-71-9012/ Consultant

NC-01 1009-42-73 Region wide culvert replacement in Waupaca County VAR HWY NC Region Wide C-68-9014/0034 AND C-68-9015/0035 Consultant

NC-01 6841-00-60 A deck overlay on the Wolfe River Bridge B-68-31 on STH 110 in Waupaca County. STH 110 Waupaca WOLF RIVER BRIDGE B-68-31 Consultant

NC-02 6580-00-60 Bridge painting on STH 156 between Clintonville - Howard in Waupaca County STH 156 Waupaca STH 22 TO SHAWANO COUNTY LINE Consultant

NC-02 6580-02-70 A 7.21 miles of resurface on STH 156 form STH 22 to Shawano County Line. STH 156 Waupaca BRIDGE PAINTING, B-68-11 & B-68-08 ConsultantNC-03 1510-02-72 CTH E structure B-68-0022 on USH 10 in Waupaca County USH 010 Waupaca CTH E STRUCTURE B-68-0022 Consultant

NC-04 6220-00-62 Wautoma - Clintonville, STH 22 in Waupaca County. Waupaca city bridges. LOC STR Waupaca WAUPACA CTY BRIDGES B-68-30,32,50 Consultant

NC-05 6999-03-70C Wisconsin Rapids, Second Ave South, Gaynor Avenue to STH 13. STH 54 in Wood County STH 054 Wood GAYNOR AVENUE TO STH 13 WisDOT

NC-06 1160-00-80The project is on STH 82 with 6.3 miles between Abbott Street to I39 in Marquette County. STH 23 Marquette ADAMS COUNTY LINE TO I-39 Consultant

NC-06 1430-00-80This project is on STH 82 with 6.3 miles from Adams County Line to I-39 that needs resurfacing. STH 082 Marquette I-39 TO 8TH COURT Consultant

NC-06 1430-00-82 The project is a resurface for 6.3 miles from Abbot Street to I39 in Marquette County. STH 023 Marquette I-39 SB RAMPS TO NB RAMPS Consultant

NC-07 6540-00-73This project is a resurface on STH 91 from Berlin City Limits to Winnebago County Line in Green lake County. STH 091 Green Lake BERLINE CITY LIMITS TO WINNEBAGO CL Consultant

NC-08 6280-00-70 Bridge over the Plover River in the City of Stevens Point, STH 66 in Portage County STH 066 Portage PLOVER RIVER, B-49-41 Consultant

NC-09 1430-00-77This project is a reconstruction 0.13 miles on STH 23, Park Street to West Street, City of Montello, Underwood Avenue in Marquette County. STH 023 Marquette PARK STREET TO WEST STREET Consultant

NC-09 1430-00-79This is a urban reconstruct 0.483 miles on STH 23 from Morningside Court to Park Street, City of Montello, in Marquette County . STH 23 Marquette MORNINGSIDE COURT TO PARK STREET Consultant

NC-09 1430-00-87Local Utilities 0.13 net centerline miles of an urban reconstruct from Park Street to West Street in the City of Montello, Marquette County STH 023 Marquette PARK STREET TO WEST STREET Consultant

NC-09 1430-00-89Local Utilities 0.631 miles on STH 23, Morningside Court to Park street in the city of Montello, Underwood Avenue in Marquette County STH 023 Marquette MORNINGSIDE COURT TO PARK STREET Consultant

NC-10 6320-00-62The project is 3.19 centerline miles on STH 73 between Plainfield - Wisconsin Rapids in Wood County. It is a resurface along with several culverts that need to be replaced. LOC STR Wood VARIOUS CULVERT REPLACEMENTS Consultant

NC-10 6320-00-74 The project is 3.89 miles in Adams County with several deteriorated culverts. STH 073 Adams CTH F TO CTH U ConsultantNC-11 1620-00-62 Beaver Creek Bridges on STH 80 in Wood county. STH 080 Wood STH 173 NB TO POPLAR STR CULVERTS ConsultantNC-11 1620-00-63 Babcock - Pittsville, STH 173 NB to Poplar STR Culverts STH 054 Wood WOOD CTY BRIDGES B-71 Consultant



North Central Region

NC-11 1620-03-75This project is located on STH 80 in Wood County and is 8.876 roadway miles that need resurfacing. This project runs through cranberry country. STH 80 Wood STH 173 NB TO POPLAR Consultant

NC-11 6670-06-70

The proposed project is a bridge replacement at the existing location. Only DESIGN FUND HAVE BEEN APPROVED at this time. No construction funds are approved, which will be solicited for in the 2013-2018 cycle. LOC STR Wood YELLOW RIVER BRIDGE B-71-20 Consultant

NC-11 7510-00-61 Yellow River Bridge on STH 54 between city Point - Dexterville in Wood County. LOC STR Marathon DILL CREEK BRIDGE B-37-0444 ConsultantNC-12 6923-01-70 to be entered later LOC STR Marathon WEST COUNTY LINE TO STH 97 Consultant

NC-12 9478-00-70This local project is on CTH F 4.891 centerline miles of a resurface from West County Line to STH 97 in Marathon County. CTH F Wood FAIRHAVEN AVENUE TO LINCOLN AVENUE Consultant

NC-13 6210-00-72The project is 7.38 miles long on STH 49 in Green Lake County, Ripon - Auroraville, from STH 23 to South Street. STH 049 Green Lake STH 23 TO SOUTH STREET Consultant

NC-13 6210-00-73 The 4.5 miles of roadway from Green Lake County Line to STH 21 needs resurfacing. STH 49 Waushara GREEN LAKE COUNTY LINE TO STH ConsultantNC-13 6210-01-60 This project covers the culvert work that is needed. STH 049 Waushara GREEN LAKE CO LN TO STH 21 CULVERTS Consultant

NC-14 6620-01-60The five bridges are over the Hemlock Creek on STH 186 from STH 13 to Auburndale in Wood County. LOC STR Wood HEMLOCK CREEK BRIDGE B-71 Consultant

NC-15 1009-44-68 It is proposed to do a bridge maintenance project addressing these issues. VAR HWY Oneida, Vilas LOCATIONS ON STN PER ANNUAL PLAN Consultant

NC-16 1601-14-73It is proposed to do a resurfacing project at this location.The construction is broken into two separate project ID's. USH 045 Vilas STH 70 EAST TO STH 70 WEST/17 Consultant

NC-17 6524-03-60It is proposed to do a Roadway Maintenance, Preservation, project to replace both culverts. STH 055 Shawano CULVERT REPLACEMENT C-58-76 Consultant

NC-17 9180-17-60It is proposed to do a Roadway Maintenance, Preservation, project to replace both culverts. STH 022 Shawano CULVERT REPLACEMENT C-58-23 Consultant

NC-18 9180-23-71 It is proposed to do a resurfacing project. STH 022 Shawano CTH B - ZINGLER & CTH HHH ConsultantNC-18 9180-23-72 It is proposed to mill and overlay the existing roadway. STH 022 Shawano MAIN STREET TO CTH HHH ConsultantNC-19 6999-03-64 It is proposed to repaint the bridge. LOC STR Marathon THOMAS STREET TO STEWART AVENUE Consultant

NC-19 6999-18-73

Reconstruction of 0.8 miles of South 1st Avenue, between Thomas Street and Stewart Avenue. Includes reconstructing South 1st Avenue from a 2-lane, one-way urban roadway to a 1-lane, one-way urban roadway with an on-street bicycle lane, on-street parking, curb and gutter, storm sewer and water main. LOC STR Marathon STRUCTURE PAINTING B-37-0971 Consultant

NC-20 9120-11-70 Remove the top layer of pavement and apply a new surface. USH 2 Florence MI STATE LINE TO PEWABIC STREET Consultant

NC-21 1170-19-60It is proposed to do a roadway maintenance project to fill and repair joints on the roadway following preventive maintenance guidelines. USH 051 Oneida MINOCQUA BRIDGE TO LAKESHORE Consultant




NC-22 1580-30-73

It is proposed to do deck replacements on B-50-032 and B-50-033 and a concrete deck overlay and a polymer overlay on B-50-048.It is proposed to replace the wingwalls on B-50-275. USH 008 Price PRICE CO BRIDGES B-50-32,33,48,275 Consultant

NC-23 6320-08-62Bridge maintenance on three bridges on STH 73 between Plainfield - Wisconsin Rapids in Wood County STH 073 Lincoln BRIDGE MAINTENANCE B-35-0002 Consultant

NC-23 9000-13-61

It is proposed to address these issues by the following procedures and doing so by designing them under one ID but giving each structure a separate construction ID all done as Bridge Rehabilitation (SHRM) projects using the above noted related ID's.B-21-15 will have stripseal replacement.B-35-002 will have riprap placed.B-71-018 will have joint repair. STH 064 Forest BRIDGE MAINTENANCE B-21-0015 Consultant

NC-23 9260-01-61

It is proposed to address these issues by the following procedures and doing so by designing them under one ID but giving each structure a separate construction ID all done as Bridge Rehabilitation (SHRM) projects using the above noted related ID's.B-21-15 will have stripseal replacement.B-35-002 will have riprap placed.B-71-018 will have joint repair. STH 032 Wood BRIDGE MAINTENANCE B-71-0018 Consultant

NC-24 9474-01-70It is proposed to do a Bridge Rehabilitation project to include a deck replacement on this structure. CTH WW Marathon WISCONSIN RIVER BRIDGE, B-37-0111 Consultant

NC-25 9215-01-63 DESIGN 9215-01-33 CLOSED AND MOVED THIS DESIGN TO 9215-01-03 FAMILY STH 86 Lincoln PRICE CL TO WISC RIVER BR CULVERTS Consultant

NC-25 9215-01-73

Remove top layer of pavement and apply a new surface. Replace deteriorated pipes and cable guard. Highway No. or Local Road Name: STH 086 Route length (miles): 15.268 Title/Limit: OGEMA - TOMAHAWK PRICE CO LINE TO WISC RIVER BRIDGE. Lincoln and Price County STH 86 Lincoln, Price PRICE CO LINE TO WISC RIVER BRIDGE Consultant

NC-26 9352-00-70

The work under this contract shall consist of grading, common excavation, removing P-26-0913, constructing B-26-0035, base aggregate dense, HMA pavement, permanent signing, pavement marking, restoration, and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. The structure (B-26-0035) is located on CTH G in Iron County on the Long Lake Inlet between Quill Point Road and CTH H. CTH G Iron LONG LAKE INLET P-26-0913 Consultant

NC-27 9848-00-70

The project includes replacing the existing structure with a new single span structure. Additional work includes building a temporary bypass and structure, reconstructing the bridge approaches, installing a new culvert, paving new HMA, and installing new guard rail. The structure (B-34-0056) is located in the Town of Vilas, on County Line Road over the Pine River in Langlade County. LOC STR Langlade PINE RIVER BRIDGE P-34-0906 Consultant




NC-28 6155-00-70

The proposed bridge replacement project is located on CTH M over the South Branch Embarrass River. The project is located in Section 15, T-26-N, R-12-E, Town of Fairbanks, Shawano County, Wisconsin. This is a bridge rehabilitation type project with shifted proposed alignment due to a substandard horizontal alignment feature. 0.317 miles long. CTH M Shawano S BR EMBARRASS RIVER BRDGE B580012 Consultant

NC-29 6999-07-89

Replacement of existing roadway with similar horizontal and vertical alignments. The project reconstructs the pavement and provides on-street bicycle lanes. The work consists of pavement removal, grading, base aggregate dense, HMA Pavement, concrete pavement, concrete sidewalk, storm sewer, curb & gutter, pavement marking, erosion control, finishing items, and all incidental items. Located at City of Wisconsin Rapids, E Grand Ave, 3rd St - 8th St. in Wood county and is approximately .4miles. LOC STR Wood 3RD STREET TO 8TH STREET Consultant

NC-30 6999-18-71

Improvements along this 0.7 mile segment of Townline Road are: pavement reconstruction, curb and gutter/storm sewer/sanitary sewer/water/railroad crossing replacement. The project starts at Grand Ave in the City of Wausau. LOC STR Marathon GRAND AVENUE TO EASTHILL DRIVE Consultant

NC-30 6999-18-75

The project is 1.8 miles in length and will pulverize and place 4” asphaltic overlay from Skyline Lane to Poplar Lane and mill and place 2” asphaltic overlay from Poplar Lane to ¼ mile east of CTH X. CTH N Marathon SKYLINE LANE TO COUNTY ROAD X Consultant

NC-31 9333-00-70

The project description includes pulverizing and relaying the existing pavement and paving new HMA pavement over the pulverized material. The existing large culverts at the Middle Branch Peshtigo River will be removed and replaced with a single span structure and include new bridge approaches and new beam guard. The project 6.3 miles long and is located on CTH G in Forest County from Peshtigo River Road to CTH 0 (Argonne - Cavour LOC STR Forest PESHTIGO RIVER ROAD TO CTH O Consultant

NC-32 6784-00-70

The existing structure will be replaced with a single-span reinforced concrete slab structure supported on sill type abutments and piling and the roadway approaches will be reconstructed. The Tomorrow River Bridge B-49-0187 is located on CTH A from River Rd - USH10 in Portage County. CTH A Portage TOMORROW RIVER BRIDGE B-49-0320 Consultant

NC-33 9819-00-70

This bridge replacement project is located on Old Highway 139 Road (FR 2404), over the Little Popple River, in the Town of Popple River, Forest County, Wisconsin, approximately 0.4 miles north of the junction with STH 139. The project is located in Sections 13 & 14, T38N, R14E, in the Town of Popple River and is 0.063 miles long. LOC STR Forest OLD HWY 139 ROAD; FR 2404 Consultant




NC-34 9440-05-70

This project consists of the reconstruction of the bridge and spot improvements on the roadway. The project provides a new, wider, structurally adequate two-span pre-stressed concrete girder bridge and necessary roadway approach work that meets the purpose and need of this project. The bridge (B-37-0450) is located on CTH Z between Wausau - Aniwa, over Eau Claire River in Marathon County. CTH Z M arathon EAU CLAIRE RIVER BRIDGE, T EASTON Consultant

NC-35 9360-00-70

The project description includes replacing the existing structure with a new single span structure. Additional work includes reconstructing the bridge approaches, paving new HMA, and installing new guard rail. The structure, B-34-0054, located on the East branch of the Eau Claire River, on CTH B between along Bogus Road & Tappa Road in Langlade County. CTH B Langlade E BRANCH EAU CLAIRE RIVER P-34-0004 Consultant

NC-36 9813-01-70

The project description includes replacing the existing culvert crossing of the Wolf River with a new single span structure. Additional work includes reconstructing the bridge approaches, paving new HMA, and installing new guard rail. The structure (B-21-0028) is located on the Wolf River in the Town of Crandon along Cole Road in Forest County. LOC STR Forest WOLF RIVER BRIDGE B-21-0028 Consultant

NC-37 9898-01-70

The project description includes replacing the existing structure over the Wisconsin River with a new single span structure. Additional work includes reconstructing the bridge approaches, paving new HMA, and installing new guard rail. The structure (B-63-0028) is located on Rummels Road in the Town of Conover in Vilas County. LOC STR Vilas WISCONSIN RIVER BRIDGE B-63-0028 Consultant

NC-38 9835-00-70

The project includes replacing the existing structure over Spring Brook with a new single span structure. Additional work includes reconstructing the bridge approaches and paving new HMA. The structure (B-34-0055) is located in the City of Antigo, on 8th Avenue in Langlade County. LOC STR Langlade SPRINGBROOK BRIDGE B-34-0055 Consultant

NC-39 6997-03-70

Washburn Street to Fairview Avenue. Begins 100 feet west of Washburn Street and E. 5th Street intersection and continues east to intersection of Fairview Avenue and E. 5th Street. Section 30, T27N, R16E, in the City of Shawano in Shawano County. The project is 0.204 miles long. LOC STR Shawano WASHBURN STREET TO FAIRVIEW AVENUE Consultant

NC-40 9911-00-70

The project consists of the replacement of Rock Creek Road bridge (bridge number P-19-0902) on the south branch of the Popple River in Florence County. The project is 0.063 miles long. LOC STR Florence ROCK CREEK ROAD; FR 2383 Consultant

NC-41 6597-00-70The Bridge P-24-0026 is located in the Town of Mackford, on CTH S between CTH A - CTH Q in Green Lake Count and is 600 feet in length. CTH S Green Lake GRAND RIVER BRIDGE P-24-0026 Consultant

NC-42 6910-01-70The project is located on CTH H in Waushara County, a 1.84 miles pavement replacement between CTH E South to West of Beechnut LN, Pine River - Poy Sippi. LOC STR Waushara CTH E SOUTH TO STH 49 Consultant

Northeast RegionNE-01 4546-02-71 Bridge Replacement LOC STR Brown PLUM CREEK BRIDGE Consultant



Northeast RegionNE-02 3271-00-71 Village of Suamico, CTH HS, Suamico River Bridge LOC STR Brown SUAMICO RIVER BRIDGE B-05-0437 ConsultantNE-02 9269-07-71 South Branch Suamico River Bridge LOC STR Brown SOUTH BRANCH SUAMICO RIVER ConsultantNE-03 9266-11-01 Cormier Road, Oneida St - Ashland Ave LOC STR Brown ONEIDA ST TO ASHLAND AVE ConsultantNE-04 4516-07-71 S Huron Rd, STH 29 - Willow Rd LOC STR Brown STH 29 TO WILLOW RD ConsultantNE-05 4987-02-65 Webster Ave., University Ave - Radisson St LOC STR Brown UNIVERSITY AVE TO RADISSON ST ConsultantNE-06 9269-00-12 Vincent Rd, N Taylor - Memorial Dr LOC STR Brown N TAYLOR TO MEMORIAL DR WisDOTNE-07 4992-00-57 CTH LP, USH 10/STH 114 - CTH AP XX Calumet USH 10/STH 114 TO CTH AP ConsultantNE-07 4992-00-58 Broad St, Tayco St - Racine St LOC STR Winnebago TAYCO STREET TO RACINE STREET Consultant

NE-08 4472-04-71 Manitowoc River Bridge B-08-0116 LOC STR Calumet CLARK STREET-MANITOWOC CALUMET CO ConsultantNE-08 4501-00-71 Clark St - Manitowoc LOC STR Calumet MANITOWOC RIVER BRIDGE ConsultantNE-09 4140-19-71 Gibraltar - Sister Bay; Bluff Ln - Country Walk Dr STH 042 Door BLUFF LN - COUNTRY WALK DR ConsultantNE-10 4854-03-71 CTH G (Main St), Palm Tree Rd - Cedarview Dr CTH G Fond Du Lac PALM TREE RD - CEDARVIEW DR ConsultantNE-11 4986-08-71 W Arndt Street, Fond du Lac River Bridge LOC STR Fond Du Lac FOND DU LAC RIVER BRIDGE B-20-0231 Consultant

NE-12 1430-18-72 Rosendale - Fond du Lac; Townline Rd - CTH VVV XX Fond Du Lac N ROLLING MEADOWS DR/CTH VVV INTERS ConsultantNE-12 1430-18-73 Rosendale - Fond du Lac; N Rolling Meadows Dr/CTH VVV Intersection LOC STR Fond Du Lac TOWNLINE ROAD-CTH VVV Consultant

NE-13 4090-07-71 WCL - Campbellsport; Golden Corners Rd - Baumann St STH 067 Fond Du Lac GOLDEN CORNERS ROAD-BAUMANN STREET ConsultantNE-14 4409-12-71 CTH S, Ahnapee River Bridge & Approaches CTH S Kewaunee AHNAPEE RIVER BRIDGE & APPROACHES Consultant

NE-15 4310-06-71 CTH R, Manitowoc River Bridge & Approaches CTH R Manitowoc MANITOWOC RIVER BRIDGE & APPROACHES ConsultantNE-16 4308-10-71 CTH X, Fisher Creek Bridge LOC STR Manitowoc FISHER CREEK BRIDGE ConsultantNE-17 4197-04-71 Seven Mile Creek Bridge LOC STR Manitowoc BRANCH DEVILS RIVER ConsultantNE-17 4317-09-71 Branch Devils River Bridge LOC STR Sheboygan SEVEN MILE CREEK BRIDGE B590205 ConsultantNE-18 1500-37-71 Waldo Blvd., Fleetwood Drive - 8th Street USH 010 Manitowoc 8TH STREET - MARITIME DR ConsultantNE-18 1500-37-72 Waldo Blvd., Fleetwood Drive - 8th Street USH 010 Manitowoc 8TH STREET - MARITIME DR ConsultantNE-18 1500-47-71 Waldo Blvd., CTH R - Fleetwood Drive USH 010 Manitowoc FLEETWOOD DRIVE-8TH STREET ConsultantNE-18 4570-12-71 Waldo Blvd, 8th Street - Maritime Dr STH 042 Manitowoc CTH R - FLEETWOOD DRIVE ConsultantNE-18 4570-12-72 Waldo Blvd, 8th Street - Maritime Dr STH 042 Manitowoc FLEETWOOD DRIVE-8TH STREET Consultant



Northeast Region

NE-19 4100-21-71

Mill existing asphalt, cold in place recycle the existing asphalt and add rumble strips and wider shoulders to the existing pavement from Jackson St to I-Tec Drive. Spot concrete replacement of existing concrete roadway and then asphalt overlay of the section from I-Tec Drive to I-43 ramps. Safety improvement to guard rail USH 151 Manitowoc JACKSON STREET - IH 43 SB RAMPS Consultant

NE-20 9029-02-71 CTH G, CTH E - Spur Rd LOC STR Marinette CTH E-SPUR RD ConsultantNE-21 9008-03-71 Little Suamico River Bridge LOC STR Oconto OCONTO RIVER BRIDGE ConsultantNE-21 9027-02-71 CTH BB, Oconto River Bridge & Approaches CTH BB Oconto LITTLE SUAMICO RIVER BRIDGE B420131 ConsultantNE-22 6505-03-71 CTH A, Mayflower Rd - STH 47 LOC STR Outagamie MAYFLOWER RD - STH 47 ConsultantNE-23 4657-25-01 W Spencer St, Mayflower Dr - Casaloma Dr LOC STR Outagamie MAYFLOWER DR TO CASALOMA WisDOTNE-24 4204-07-71 Mullet River Bridge LOC STR Sheboygan SHEBOYGAN RIVER BRIDGE B590198 ConsultantNE-24 4269-05-71 Sheboygan River Bridge LOC STR Sheboygan MULLET RIVER BRIDGE ConsultantNE-24 4996-25-71 Pennsylvania Ave, Sheboygan River Bridge LOC STR Sheboygan SHEBOYGAN RIVER BRIDGE ConsultantNE-25 4996-01-73 Superior Ave., N Taylor Dr - N 29th St CTH O Sheboygan CALUMET DR TO 15TH ST ConsultantNE-25 4996-01-79 North Ave., Calumet Dr - 15th St LOC STR Sheboygan N TAYLOR DR TO N 29TH ST Consultant

NE-26 4202-04-71 N Branch Milwaukee River Bridge North LOC STR Sheboygan N BRANCH MILWAUKEE RIVER BRIDGE NOR Consultant

NE-26 4202-05-71 N Branch Milwaukee River Bridge South LOC STR Sheboygan N BRANCH MILWAUKEE RIVER BRIDGE SOU ConsultantNE-26 4202-06-71 Silver Creek Bridge LOC STR Sheboygan SILVER CREEK BRIDGE ConsultantNE-27 4015-21-71 Otter Creek & Sheboygan River Bridges STH 32 Sheboygan OTTER CK & SHEBOYGAN R BRIDGES ConsultantNE-28 6435-03-71 Weyhurst Creek Bridge LOC STR Winnebago WEYHURST CREEK BRIDGE ConsultantNE-29 4682-01-73 CTH CB, CTH CB & Oakridge Rd Intersection XX Winnebago CTH CB & OAKRIDGE RD INTERSECTION Consultant

NE-30 1440-13-72 MAJOR PROJECT EXPANSION FROM FDL - PLYMOUTH; PAVING OFF ADD-LANES. STH 023 Sheboygan WCL-CTH P ConsultantNE-30 1440-13-76 Fond du Lac - Plymouth; WCL - CTH P LOC STR Sheboygan WCL-CTH P ConsultantNE-30 1440-13-77 Fond du Lac - Plymouth; WCL - CTH P XX Fond Du Lac WCL-CTH P ConsultantNE-31 4100-38-60 Chilton - Manitowoc; Industrial Drive - STH 67 151 Calumet INDUSTRIAL DRIVE-STH 67 ConsultantNE-32 1500-73-60 Menasha - Reedsville; STH 114 - STH 32/57 10 Calumet STH 114-STH 32/57 WisDOTNE-33 4430-10-71 Algoma - Sturgeon Bay; SCL - South Junction STH 042 Door SCL-SOUTH JUNCTION 42/57 ConsultantNE-34 1009-33-29 Various Routes VAR HWY Brown VARIOUS ROUTES STH Consultant



Northwest Region

NW-01 7735-00-73

Project converted from FIIPS. The proposed action will include replacing the existing bridge deck, adding Type LF parapets, and replacing the existing beam guard along with minimal approach work. STH 121 Buffalo S FORK ELK CREEK BRIDGE B-06-0050 Consultant

NW-02 7550-00-62

Project converted from FIIPS. This project will rehabilitate the road surface, safety devices and drainage structures on STH 54 between USH 53 and the East County Line in Trempealeau County. This will be accomplished by milling off 2” of existing road surface and replacing it with new asphaltic pavement. The project will make safety improvements by replacing deteriorated guard rail and roadway signs. Two large drainage culverts (see location map in Appendix A) will be replaced as well as smaller culverts and ditch cleaning. All disturbed areas will be restored and have proper BMPs installed. The horizontal and vertical alignment will not change as a result of the project. STH 054 Trempealeau USH 53 TO EAST COUNTY LINE Consultant

NW-03 7160-04-70

Project converted from FIIPS. Replace all structures in halves under signalized single lane traffic. Structure type should retain existing roadway profile and be compatible with construction in halves, prestressed girder bridge preferred. STH 035 Buffalo MISSISSIPPI RVR TRIBUTARY/2 BRIDGES Consultant

NW-03 7160-04-74

Project converted from FIIPS. Replace all structures in halves under signalized single lane traffic. Structure type should retain existing roadway profile and be compatible with construction in halves, prestressed girder bridge preferred. STH 035 Buffalo MISSISSIPPI RVR TRIBUTARY B-06-0202 Consultant

NW-04 8090-00-70The project consists of a mill and overlay in two layers and all incidentals necessary. Construct under traffic using single lane flagging operations. STH 025 Dunn STH 170 TO STH 64 WisDOT

NW-04 8090-00-71WIDEN THE PAVED SHOULDERS BY 2 FEET TO ACHIEVE A 5 FOOT PAVED SHOULDER, AND MILL SHOULDER RUMBLE STRIPS. CRF FOR SHOULDER RUMBLE STRIPS, STH 025 Dunn STH 170 TO STH 64 WisDOT

NW-04 8100-01-71

Replace existing structure. New structure will likely have to be raised and lengthened. Coordinate with BOS early for full hydraulic analysis and structure size/type determination. Construct using detour. STH 025 Dunn HAY RIVER BRIDGE B-17-0607 WisDOT

NW-05 8896-01-03

CTH S will undergo a full pavement replacement using concrete pavement. The ability to use the road would be maintained. This alternative would have minimal impacts to adjacent lands. Under this alternative, right of way from adjacent landowners would not be needed. Construction would be staged by shifting eastbound and westbound traffic on temporarily paved existing shoulders. Minimal widening is anticipated CTH S Chippewa USH 53 TO CTH Q Consultant

NW-06 1050-11-80 BRIDGE MAINTENANCE STH 029 Chippewa BRIDGE DECK SEALING (VARIOUS BRDGS) Consultant



NW-06 1050-11-81 BRIDGE MAINTENANCE STH 029 Clark BRIDGE DECK SEALING (VARIOUS BRDGS) Consultant

NW-07 8996-01-01

The proposed and recommended action includes the reconstruction of 0.75 miles of Park Avenue between South Avenue and Main Street. The work includes the reconstruction of Park Avenue from a 2-lane rural section to a 2-lane urban section complete with curb & gutter, storm sewer system and separate 10-foot shared use path. LOC STR Chippewa MAIN ST TO 0.75 MILES WEST WisDOT

NW-08 7650-01-62

RESURFACING PROJECT CONSISTING OF 3.25 INCH MILL AND OVERLAY OF THE EXISTING PAVEMENT, REPLACE BEAM GUARD AND END TREATMENTS, AND ALL INCIDENTALS NECESSARY. STH 035 Pierce USH 63 - COULEE CREEK Consultant

NW-09 1190-02-64 Project converted from FIIPS. USH 053 Chippewa IH 94 TO 40TH AVENUE (12 BRIDGES) Consultant

NW-10 8949-04-78The project consists of replacing C-55-9001, C-55-9002, C-55-0014, along with various smaller culverts and upgrading roadside drainage as necessary. USH 012 St. Croix CULVERTS C-55-0037, 0038 & 0039 WisDOT

NW-11 1633-06-74

SITE LOCATION 2.5 MILES NORTH JUNCTION CTH D REPLACING THE EXISTING STRUCTURE IN HALVES WITH A MINOR PROFILE ADJUSTMENT AND ALL INCIDENTALS NECESSARY. USH 053 Trempealeau BRANCH NORTH FK BEAVER CR B-61-0238 WisDOT

NW-12 7146-00-70 Bridge replacement CTH D Trempealeau BIG FRENCH CREEK BRIDGE B610229 Consultant

NW-13 7510-02-60

Surface mill & two layer overlay consisting of 1.25 inch HMA leveling layer & 1.75 inch SMA upper layer. Surface mill and overlay with 1.25 inch HMA CTH K to Morrison creek. Upgrade/replace beam guard & replace type II signs. Clean pipes/ditches & reset/replace pipe ends. STH 054 Jackson OASIS ROAD TO CTH K Consultant

NW-13 7510-02-62

Surface mill 1.25 inch & overlay with 1.25 inch HMA. Upgrade/replace beam guard & replace type II signs. Replace 5 culverts. Clean pipes/ditches & reset/replace pipe ends. Construct single lane closure. STH 054 Jackson CTH K TO EAST COUNTY LINE Consultant

NW-14 7275-00-70 Structure replacement CTH I Trempealeau BIG CREEK BRIDGE B610231 Consultant

NW-15 7377-00-71 Structure replacement CTH P Trempealeau BIG SLOUGH CREEK BRIDGE B610234 Consultant

NW-16 7836-00-70 Project converted from FIIPS. LOC STR Clark E FORK POPPLE RIVER BRIDGE B100231 Consultant

NW-17 8725-01-70

The existing asphalt pavement on STH 112 will be milled and the remaining asphalt pavement will receive a CIR treatment before being overlaid with two layers of new asphalt pavement. Several curb ramps will be upgraded to meet ADA standards. STH 118 Ashland STH 118 TO USH 2 Consultant



Northwest Region

NW-17 8727-00-70

The existing asphalt pavement on STH 112 will be milled and the remaining asphalt pavement will receive a CIR treatment before being overlaid with two layers of new asphalt pavement. Several curb ramps will be upgraded to meet ADA standards. STH 112 Ashland ASHLAND BAYFIELD ROAD TO STH 112 Consultant

NW-18 8349-00-70 Benoit - USH 2, South Fish Creek Bridge B-04-0019, CTH F, Bayfield County CTH F Bayfield SOUTH FISH CREEK BRIDGE B040019 Consultant

NW-19 7841-00-70

Replace existing single-span steel truss structure with a three-span reinforced concrete haunched slab structure on a slightly adjusted alignment. The proposed structure will have an overall length of 158.5 feet and pave the clear roadway width of 24 feet. Owen Avenue and Rock Creek Road will be realigned to form two T-intersections on either side of Rock Creek. Approach paving will extend 50 feet off the bridge in each direction. LOC STR Clark ROCK CREEK BRIDGE B100232 Consultant

NW-20 8160-00-72This project consists of replacing the existing structural plate pipes with a new concrete box culvert using a temporary bypass to maintain traffic. STH 013 Bayfield TERWILLIGER CREEK BRIDGE B-04-0111 WisDOT

NW-21 1180-03-80This project sill consist of various work on culverts including replacement, resetting end sections and lining. USH 002 Bayfield CTH E TO USH 63 WisDOT

NW-22 7841-00-71

Replace the existing deficient structure with structure B-10-0233, a 48.58’ long single-span reinforced concrete flat-slab bridge. The bridge will have a 24-foot clear roadway width with a Type “M” railing. The new structure will be constructed on the existing horizontal alignment. The existing vertical alignment will be altered slightly. Approximately 250 feet of approaches will be reconstructed. Mill Road will be closed to traffic during construction. Alternative routes are available. LOC STR Clark BR NELSON CREEK BRIDGE B100233 Consultant

NW-23 7850-00-70

The structure with be replaced with a 42-foot long single-span concrete flat slab bridge on sill-type (A1) concrete abutments and will have a 24-foot clear roadway width. Horizontal alignment will match existing alignment. Vertical profile will be raised at structure. The approaches include two 9-foot wide base aggregate travel lanes and two 2-foot wide base aggregate shoulders. LOC STR Clark PANTHER CREEK BRIDGE B100236 Consultant

NW-24 1000-18-02

SFY 2019 Chip Seals - North, Northwest Region, Various Highways Project is for SFY 2019 Late in Life chip seal with fog seal. Incidentals would include pavement marking & type 2 signing replacement on projects identified by regional signing & marking engineer. VAR HWYS

NW Region Wide NORTHWEST REGION - VARIOUS HIGHWAYS Consultant

NW-25 1000-18-17NW Region, Pavement Marking, Various Highways, NW Region Wide. Pavement marking on various STH's in the Northwest Region. VAR HWY

NW Region Wide VARIOUS HIGHWAYS, NW REGION WIDE Consultant



Northwest Region

NW-26 1000-18-29

1000-18-29 - SFY 2019 Chip Seals - South, Northwest Region - Various Highways, Region Wide Project consists of SFY 2019 Late in Life chip seal improvement with fog seal in the southern part of the Northwest Region. Incidentals include pavement marking & type 2 signing replacement on projects identified by regional signing & marking engineer. VAR HWY

NW Region Wide NORTHWEST REGION - VARIOUS HIGHWAYS Consultant

NW-27 9535-00-70

9535-00-70 - Stratford - Goodrich, Baldwin Creek Bridge B-60-0138, STH 97, Taylor County Project consists of replacing twin structural plate pipe arches & upgrading approach beam guard to current design standards. STH 097 Taylor BALDWIN CREEK BRIDGE B-60-0138 Consultant

NW-28 8433-01-70Replace the existing structure on Broken Arrow Road over the Little Jump River with a new bridge. LOC STR Rusk LITTLE JUMP RIVER BRIDGE B540122 WisDOT

NW-29 1560-02-70

Crush existing PCC in place (relay/use as base on site) and overlay with 5-6 inches HMA. Evaluate project segment for culverts or beam guard in poor or worse condition. Replace or line culverts and repair or upgrade beam guard only as required.Replace Type II signing. Reconstruct Hospital road intersection to offset T configuration. Construct using detour. USH 063 Sawyer STH 27 TO LARSEN ROAD WisDOT

NW-29 1560-02-75

Crush existing PCC in place (relay/use as base on site) and overlay with 5-6 inches HMA. Evaluate project segment for culverts or beam guard in poor or worse condition. Replace or line culverts and repair or upgrade beam guard only as required.Replace Type II signing. Reconstruct Hospital road intersection to offset T configuration. Construct using detour. USH 063 Sawyer HOSPITAL ROAD INTERSECTION WisDOT

NW-30 8590-23-71

THE PROJECT CONSISTS OF COLD-IN-PLACE RECYCLING(CIR).THE TOP 2 INCHES WILL BE MILLED, THE REMAINING 3.5 INCHES WILL BE CIR AND OVERLAID WITH 1.5-2 INCHES HMA.THE SEGMENT NEAR AND IN BRUCE WILL RECEIVE A 3 INCH MILL,3 INCH HMA OVERLAY. STH 040 Rusk SOUTH COUNTY LINE TO USH 8 Consultant

NW-31 1560-04-70

Surface mill 2 inches, CIR 4 inches and overlay with 2 inches HMA, base course, beam guard & terminals, repair/rehabilitate cross drains as necessary, temporary & permanent pavement marking, and permanent signs replacement. Construct under traffic using single lane flagging operations. USH 063 Bayfield, Sawyer LARSEN ROAD TO CTH M WisDOT

NW-32 8560-13-60The proposed improvement is a chip seal with fog seal and pavement markings. This Project is a follow up to HMA warranted project. STH 077 Burnett STH 35 to Deer Lake Road Consultant



Northwest Region

NW-33 8140-00-70

Replace existing 4-lane to 5-lane section, improve safety and operation of CTH B and Railroad interchange, resurfacing and restriping from W. Carol to Michigan Ave as a 3-lane section. Project 8140-00-70 is pavement replacement; 8140-00-73 widening for 5-lane TWLTL; 8140-00-74 traffic signal at RR; and 8140-00-75, road diet 4-lane to 3-lane TWLTL. STH 027 Sawyer MICHIGAN AVENUE TO USH 63 Consultant

NW-33 8140-00-73

Replace existing 4-lane to 5-lane section, improve safety and operation of CTH B and Railroad interchange, resurfacing and restriping from W. Carol to Michigan Ave as a 3-lane section. Project 8140-00-70 is pavement replacement; 8140-00-73 widening for 5-lane TWLTL; 8140-00-74 traffic signal at RR; and 8140-00-75, road diet 4-lane to 3-lane TWLTL. STH 027 Sawyer NAMEKAGON RIVER TO RAILROAD STREET Consultant

NW-33 8140-00-74

Replace existing 4-lane to 5-lane section, improve safety and operation of CTH B and Railroad interchange, resurfacing and restriping from W. Carol to Michigan Ave as a 3-lane section. Project 8140-00-70 is pavement replacement; 8140-00-73 widening for 5-lane TWLTL; 8140-00-74 traffic signal at RR; and 8140-00-75, road diet 4-lane to 3-lane TWLTL. STH 027 Sawyer RAILROAD STREET INTERSECTION Consultant

NW-33 8140-00-75

Replace existing 4-lane to 5-lane section, improve safety and operation of CTH B and Railroad interchange, resurfacing and restriping from W. Carol to Michigan Ave as a 3-lane section. Project 8140-00-70 is pavement replacement; 8140-00-73 widening for 5-lane TWLTL; 8140-00-74 traffic signal at RR; and 8140-00-75, road diet 4-lane to 3-lane TWLTL. STH 027 Sawyer WEST CAROL DRIVE TO MICHIGAN AVENUE Consultant

NW-33 8140-25-71

Replace existing 4-lane to 5-lane section, improve safety and operation of CTH B and Railroad interchange, resurfacing and restriping from W. Carol to Michigan Ave as a 3-lane section. Project 8140-00-70 is pavement replacement; 8140-00-73 widening for 5-lane TWLTL; 8140-00-74 traffic signal at RR; and 8140-00-75, road diet 4-lane to 3-lane TWLTL. STH 027 Sawyer NAMEKAGON RIVER BRIDGE B-57-0058 Consultant

NW-34 8370-00-70

Replace the deficient structure with a 32-foot single span concrete flat slab bridge. The bridge will have a clear width of 24 feet. The approach roadway will be 26 feet, consisting of (2) 11-foot asphaltic travel lanes and 2-foot aggregate shoulders. The project will also include approximately 200 feet of roadway approach work. The structure and approach work closely matches the existing horizontal alignment, and the vertical alignment will be raised approximately 1-foot at the bridge. LOC STR Burnett N FORK CLAM RIVER BRIDGE B070058 Consultant



Northwest Region

NW-35 8813-00-70

Entails pulverizing the existing pavement structure and overlaying with new asphaltic pavement to extend the roadway's service life. Cross culverts which have deteriorated and are in need of repair will also be replaced as part of the project. CTH D will remain open to through traffic during construction and work will be completed utilizing flagging operations. CTH D Washburn USH 63 TO SHALLOW LAKE ROAD Consultant

NW-36 8824-00-70Culvert replacement with single cell concrete box culvert and all incidental necessary. Construct under traffic using single lane closures and temporary signals. XX Barron CULVERT C-03-0060 Consultant

NW-37 1022-07-76

Remove the existing pavement and replace with PCC pavement, replace 6 existing structures, and all incidentals necessary. Structures include B55-22,23 over 310th St, B55-19,20 over 50th Ave, B17-18,19 over CTH Q. Construct temporary lanes and structures to handle traffic during construction. IH 094 Dunn, St. Croix

CULVERT C-03-0060STH 128 TO 250TH STREET (EB & WB) Consultant

NW-38 1023-07-72

Replace the existing two-lane bridge structures on eastbound and westbound IH 94 over CTH NN and Buffalo River at their current locations with new three-lane bridge structures. The new, wider structures will be expanded toward the outside shoulders. The approach roadways will remain two-lane roadways. IH 094 Trempealeau CTH NN & BUFFALO RIVER E & WB BRDGS Consultant

NW-39 1020-03-76

The project will consist of removing the existing structures, constructing new expanded structures designed to carry 3 lanes of traffic, and all approach work and incidentals necessary. Replace existing structures (EB & WB) on IH 94 mainline over the Kinnickinnic River. The new structures will be expanded to a 3-lane structure to accommodate future expansion. Project also includes approach work and all incidentals necessary. IH 094 St. Croix 130TH STREET BRIDGE (WB) B-55-0254 Consultant

NW-39 1020-03-77

The project will consist of removing the existing structures, constructing new expanded structures designed to carry 3 lanes of traffic, and all approach work and incidentals necessary. Replace existing structures (EB & WB) on IH 94 mainline over the Kinnickinnic River. The new structures will be expanded to a 3-lane structure to accommodate future expansion. Project also includes approach work and all incidentals necessary. IH 094 St. Croix 130TH STREET BRIDGE (EB) B-55-0255 Consultant

NW-39 1020-03-78

The project will consist of removing the existing structures, constructing new expanded structures designed to carry 3 lanes of traffic, and all approach work and incidentals necessary. Replace existing structures (EB & WB) on IH 94 mainline over the Kinnickinnic River. The new structures will be expanded to a 3-lane structure to accommodate future expansion. Project also includes approach work and all incidentals necessary. IH 094 St. Croix KINNICKINNIC RIVER BRG WB B-55-0256 Consultant



Northwest Region

NW-39 1020-03-79

The project will consist of removing the existing structures, constructing new expanded structures designed to carry 3 lanes of traffic, and all approach work and incidentals necessary. Replace existing structures (EB & WB) on IH 94 mainline over the Kinnickinnic River. The new structures will be expanded to a 3-lane structure to accommodate future expansion. Project also includes approach work and all incidentals necessary. IH 094 St. Croix KINNICKINNIC RIVER BRG EB B-55-0257 Consultant

Southeast Region

SE-01 3840-01-72

The existing structurally deficient three-span haunched slab bridge built in 1954 will be replaced with a single span concrete girder bridge (B-64-180). Minimal approach work will be included to match the existing roadway to the structure being raised 1/2 foot. Guard rail will be replaced and upgraded to current design standards. Shoulders will be upgraded to current design standards. Proposed 5-foot and 6-foot shoulders will provide a safer route for bicyclists. LOC STR Walworth SUGAR CREEK BRIDGE B-64-0006 Consultant

SE-02 2405-00-74

The existing roadway will be reconstructed form a 2-lane rural roadway with ditches and culvert pipes to a 2-lane urban roadway with on-street bicycle lanes, curb and gutter, storm sewer, on-street parking, curb extensions/bumpouts, sidewalk, and street lighting. Additionally, crosswalks will be painted and curb ramps will be installed on all approaches to the Morgan Avenue intersection with 43rd Street. LOC STR Milwaukee W FOREST HOME AVE TO S 43RD STREET Consultant

SE-03 3773-01-70

HSIP Project which will reconstruct CTH I between EHR Drive and Point Drive to remove substandard horizontal curve. Improving horizontal and vertical alignments to meet 55 mph, improve typical section to meet rural design, provide bicycle accommodations by providing 5' paved portion of shoulder, provide adequate super elevation, provide standard clear zones, provide 100' wide ROW per Waukesha County Approved street and highway width map. CTH I Waukesha EHR DR TO POINT DR Consultant

SE-04 2090-03-71Bridge replacement project work includes structure replacement, grading, base aggregate dense, asphaltic surface and erosion control. LOC STR Milwaukee INTERSECTION WITH BAY RIDGE AVE Consultant

SE-05 2410-00-76

The project involves the complete reconstruction of W National Ave from S 95th Street to S 92nd Street. The existing roadway will be reconstructed as a two lane facility with a bicycle lane and parking lane on both sides of the street. New sidewalk and ADA compliant curb ramps will be constructed throughout the project limits. The deteriorating public utilities (storm sewer, sanitary sewer and water main) will be replaced as part of this roadway reconstruction project; and the existing street lighting within the project limits will also be replaced. LOC STR Milwaukee S 92ND STREET TO 95TH STREET Consultant



Southeast Region

SE-06 3849-00-72

This is a spot improvement project which includes the replacement of the existing bridge and reconstruction of 167.5 feet of the roadway approaches to tie into the existing profile. The improvements on Mill Street begin at Station 9+00 and end at Station 11+50, with Station 10+00 being the center of the existing bridge. The new structure will be centered at Station 10+00 and will be a two span haunched concrete slab bridge. LOC STR Walworth WHITE RIVER BRIDGE B-64-0260 Consultant

SE-07 3849-00-73

This is a spot improvement project which includes the replacement of the existing bridge and reconstruction of 200 feet of the roadway approaches to tie into the existing profile. The improvements on Hospital Road begin at Station 9+00 and end a Station 11+00, with Station 10+00 being the center of the existing bridge. The new structure will be centered at Station 10+02 and will be a twin corrugated steel aluminum coated pipe arch. LOC STR Walworth ORE CREEK BRIDGE P-64-0907 Consultant

SE-08 4824-00-73

The Kettleview Drive bridge of Kewaskum Creek is structurally deficient and functionally obsolete. This project will replace the existing single span bridge and install guardrail in all approach quadrants. roadway approaches will be repaved for approximately 50' south of the bridge and 225' north of the bridge. LOC STR Washington KEWASKUM CREEK BRIDGE P-66-0912 Consultant

SE-09 2998-06-70

The project purpose is to provide safety improvements that address pedestrian/bicycle crashes and right-angle vehicle crashes at fourteen intersections and the Silver Spring Drive corridor in the Village of Whitefish Bay. Work activities include traffic signal replacement at the Silver Spring Drive and Santa Monica Boulevard intersection (Site 1) and lighting upgrades along the Silver Spring Drive corridor (Site 15). Curb ramp improvements will be completed at Sites 1, 10, and 13, and a pedestrian median will be added to the Wilson Drive and Berkeley Boulevard intersection (Site 13). Pavement marking and signing upgrades will be completed at all fifteen project sites. XX Milwaukee 14 INTERS & SILVER SPRING COORIDOR Consultant

SE-10 3733-00-71Bridge replacement project work includes structure replacement, grading, base aggregate dense, asphaltic surface and erosion control. CTH F Kenosha CTH O TO 352ND AVENUE Consultant

SE-11 2100-00-70Bridge deck replacement, slope paving, girder painting, bearing pad replacement, steel railing, concrete walk, concrete pavement approach slab. LOC STR Milwaukee BRIDGE OVER KINNICKINNIC RIVER Consultant

SE-12 2080-00-73Road reconstruction including new concrete pavement, grading, excavation, sewer, lighting, signals, marking, pavement marking, sidewalk. LOC STR Milwaukee W GARFIELD AVE TO W GROELING Consultant



Southeast Region

SE-13 2250-12-70

Complete reconstruction of Main Street in the Village of Waterford including excavation common, base aggregate dense, concrete curb and gutter, concrete pavement, storm sewer, lighting, signals, erosion control, traffic control, bridge replacement, and retaining walls. STH 020 Racine BUENA PARK RD TO MILW AVE (STH 36) Consultant

SE-14 2350-09-71

Resurface and reconstruction consisting of common excavation, milling, base aggregate dense, HMA pavement, permanent signing, pavement, marking, signals, and incidental items. STH 032 Racine FIVE MILE ROAD TO STH 31 WisDOT

SE-15 2025-19-70

Bridge replacement project work includes structure replacement, grading, base aggregate dense, Concrete Pavement, storm sewer, asphaltic surface, signing, signals, lighting and erosion control. STH 190 Milwaukee PORT WASHINGTON RD IC B-40-0219 Consultant

SE-16 2025-18-70

Bridge (B-67-86) re-deck, painting girders, removing asphaltic surface, removing guardrail, excavation common, borrow, base aggregate dense, HMA pavement, storm sewer, concrete curb and gutter, pavement marking, traffic control, erosion control, permanent signing, and restoration. STH 190 Waukesha PILGRIM ROAD INTERCHANGE Consultant

SE-17 1000-54-72 Bridge rehabilitation, Concrete Masonry Overlays, Bridge Painting VAR HWY Waukesha VARIOUS BRIDGES IN SE REGION Consultant

SE-17 2984-38-71VARIOUS BRIDGES B40-378, 579, 580-Bridge rehabilitation, Concrete Masonry Overlays, Bridge Painting VAR HWY Milwaukee VARIOUS BRIDGES B40-378, 579, 580 Consultant

SE-18 3150-05-70

Removing pavement, excavation, borrow, bridge removal and construction, culvert pipe, milling, breaker run, base aggregate, concrete curb and gutter, HMA, signing, pavement marking, beam guard, erosion control, environmental sensitivity. USH 014 Walworth STH 11 TO IH43 WisDOT

SE-19 2120-16-70 New signals and improvements to geometrics. STH 24 Milwaukee INTERSECTION WITH 92ND ST WisDOT

SE-20 3110-02-71 Pavement replacement, grading, base, storm sewer, concrete pavement STH 059 Walworth NEWCOMB STREET TO USH 12 Consultant

SE-20 3110-06-70 Pavement replacement, grading, base, storm sewer, concrete pavement STH 059 Walworth NEWCOMB STREET INTERSECTION Consultant

SE-20 3110-06-71 Pavement replacement, grading, base, storm sewer, concrete pavement. STH 059 Walworth NEWCOMB STREET INTERSECTION Consultant

SE-21 1060-49-70

Major items of work include removals, cable barrier and beam guard grading and shaping, aggregate shoulder, concrete pavement, cable barrier type 1, cable barrier end terminal type 1, beam guard, storm sewer, pavement marking, permanent signing, traffic control, and restoration. IH 094 Waukesha STH 67 TO CTH SS WisDOT

SE-22 1060-52-70

The work under this contract shall consist of removals, installation of foundations and noise walls, erosion control, traffic control, permanent signing, fencing, restoration and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. LOC STR Milwaukee 84TH ST TO NATIONAL AVENUE Consultant



Southeast Region

SE-23 1090-31-70

Rehab four bridges (B-40-0151, B-40-0165, B-40-0166, B-40-0193), deck prep., thin polymer overlay, concrete surface repair. Minor roadway work at 76th Street: geometric modifications, sidewalk/curb ramp replacements, signal replacement. XX Milwaukee FOREST HOME AVE & 76TH ST OVRPASSES Consultant

SE-24 1100-36-70

The work under this contract shall consist of asphalt milling, excavation common, base aggregate, concrete pavement, concrete repair, concrete barrier, HMA pavement, curb and gutter, lighting and signals, pavement marking, signing, underdrain, and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. USH 041 Waukesha MILW CO LN TO WASH CO LN NB, RDWY WisDOT

SE-24 1100-36-71

The work under this contract shall consist of asphalt milling, excavation common, base aggregate, concrete pavement, concrete repair, concrete barrier, HMA pavement, curb and gutter, lighting and signals, pavement marking, signing, underdrain, and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. USH 041 Waukesha MILW CO LN TO WASH CO LN SB, RDWY WisDOT

SE-25 1100-35-70

The scope of the project includes a concrete overlay and minor maintenance of the Beloit Road bridge, along with minor geometric improvements in the median areas. Traffic signal replacement at the ramp terminals will also be included with the project. IH 894 Milwaukee BELOIT RD AND 92ND ST BRIDGES Consultant

SE-26 1228-18-72 The scope of the project includes standard bridge replacement items. IH 43 Milwaukee PORT WASH AND CNTY LN RD BRIDGES Consultant

SE-27 1100-41-70

The scope of this project includes two polyester polymer concrete overlays, three concrete overlays, two bridge replacements, concrete surface repair, HMA pavement, bridge girder painting, erosion control, traffic control, pavement making and miscellaneous items. USH 041 Washington CTH K TO N WASH CO LINE WisDOT

SE-28 1320-25-80 FOXCONN DEVELOPMENT ROADS, CORRIDOR TASKS NON HWY Racine Utility Construction Oversight ConsultantSouthwest RegionSW-01 5085-00-70 Pavement replacement LOC STR La Crosse CTH GI TO STH 35 WisDOT

SW-02 5056-00-70

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 22' in length, with a clear roadway with of 22'. The proposed length of approach work is approximately 150' for a total length of approximately 175 feet. LOC STR Richland LITTLE WILLOW CRK BRIDGE B-52-0273 Consultant

SW-02 5365-00-72

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 26 feet in length with a clear roadway width of 24 feet. The proposed length of approach work is approximately 150 feet for a total length of approximately 175 feet. LOC STR Richland HORSE CREEK BRIDGE B-52-0274 Consultant

SW-03 5530-03-71Reconstruct roadway to an urban section to improve drainage issues. Correct intersection problems with USH 12. STH 080 Juneau SOUTH CITY LIMIT TO USH 12 WisDOT



Southwest Region

SW-04 5573-05-60Treat the pavement with a mill and overlay. Replace guardrail terminals as needed. No structure work included in project. STH 136 Sauk STH 23 TO STH 154 Consultant

SW-04 5752-00-81 Place concrete deck overlay on B-56-67. STH 058 Sauk LITTLE BARABOO RIVER STRUC B56-0067 Consultant

SW-04 5799-00-74

A bridge replacement on the existing alignment is proposed. A new hydraulically sized structure will be constructed. The new bridge will be approximately 40 feet wide and 70 feet long with construction of necessary approaches. Proposed project is located on a local bicycle route and will provide bicycle accommodations. The proposed length of approach work is approximately 200 feet, for a total project length of approximately 270 feet. LOC STR Sauk HAY CREEK BRIDGE B-56-0232 Consultant

SW-05 1650-07-71 Replace pavement and curb and gutter. USH 061 Grant CHERRY STREET TO CITY LIMITS STREET ConsultantSW-05 1650-07-81 Sanitary Sewer USH 061 Grant CHERRY STREET TO CITY LIMITS STREET Consultant

SW-06 5289-00-73

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 35 feet in length, with a clear roadway width of 28 feet. The proposed length of approach work is approximately 215 feet, for a total length of approximately 250 feet. LOC STR Vernon BR W FORK KICKAPOO RVR B-62-0253 Consultant

SW-06 5295-00-70

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 40 feet in length, with a clear roadway width of 28 feet. LOC STR Vernon ELK RUN BRIDGE B-62-0254 Consultant

SW-07 1660-03-67 bridge rehabilitation USH 018 Crawford MISSISSIPPI RVR STRUCTURE B-12-0027 ConsultantSW-07 1660-03-68 Bridge Rehabilitation USH 018 Crawford MISSISSIPPI RVR STRUC B-12-28/29/30 ConsultantSW-07 5580-00-82 Bridge Rehabilitation overlay and wing replacement B-22-0059 STH 035 Grant BLAKE FORK CRK STRUCTURE B-22-0059 ConsultantSW-08 5057-00-70 Bridge Rehabilitation CTH S Crawford KICKAPOO RIVER BRIDGE B-12-0018 Consultant

SW-08 5496-00-74

This reconstruction project will be 7,700 linear feet and will result in a 2-lane rural cross section with 12’ travel lanes and 3’ asphalt shoulders. The roadway will include new horizontal and vertical alignments, curb and gutter, safety improvements at intersections and private driveways, beam guard, permanent pavement markings and signage, and major culvert replacements to help with drainage. CTH N Crawford STH 35 TO TETER LANE Consultant

SW-09 5170-05-61

B-12-005- repair piers, spot painting, deck repair, railing repair, concrete girder strengthening.B-12-006 & 007- repair decks, spot painting, steel pile bent jacketing. Project Length is 0.266. STH 082 Crawford SLOUGH BRIDGES B-12-5,6,7 Consultant

SW-09 5386-00-72

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 70 feet in length with a clear roadway width of 36 feet. The proposed length of approach work is approximately 200 feet for a total length of approximately 270 feet. LOC STR Vernon GENOA CREEK BRIDGE B-62-0255 Consultant



Southwest Region

SW-10 1662-01-61Treat the pavement with a mill and overlay. No structure work included in project. Begin project at end of Project 1662-01-60. USH 18 Grant STH 35 TO DIAGONAL STREET Consultant

SW-11 5126-00-73 Bridge Replacement LOC STR Monroe LITTLE LEMONWEIR RVR BRDG B-41-0311 Consultant

SW-11 5516-00-70

A bridge replacement on the existing alignment is purposed. A new hydraulically sized structure will be designed to current standards. A new bridge will be approximately 30’ wide and 60’ long with construction of the necessary approaches. Both sidewalk and bicycle/pedestrian accommodations are purposed at this time. The purposed length of approach work is approximately 200’, for a total project length of approximately 260 feet. CTH W Monroe BR BARABOO RIVER BRIDGE B-41-0306 Consultant

SW-11 5539-00-70

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 45’ in length, with a clear roadway width of 28’. The proposed length of approach work is approximately 250’, for a total length of approximately 295 feet. LOC STR Vernon SEYMOUR CREEK BRIDGE B-62-0257 Consultant

SW-12 1016-03-61Polymer overlay on the decks, wrap pier columns in petroleum tape, concrete repairs to girders, pier cap and abutments, painting of bearings and exposed steel piles. IH 090 Juneau MEYER ROAD BRIDGE B-29-0039 Consultant

SW-12 1016-05-62

Concrete overlay, repave asphalt approaches, repair concrete columns, spot painting, address drainage issues, close/remove deck drains and downspouts, replace eight bearings with elastomeric bearings, replace bearing sole plates, replace slope paving on north end, replace joints. IH 090 Juneau 43RD ST W TO SEVEN MILE CREEK Consultant

SW-12 1016-05-75 Grading, Concrete Pavement Repair, HMA Pavement, Pavement Marking IH 090 Juneau 24TH AVENUE TO CTH HH (EB RDWY) Consultant

SW-12 1016-08-79 Asphalt Overlay IH 090 Juneau LEMONWEIR RVR BRGS B-29-0046,-0047 ConsultantSW-13 1071-02-71 Bridge Replacement IH 090 Monroe CTH M BRIDGES B-41-0293 & 0294 WisDOTSW-13 1077-02-73 Overlay IH 090 Monroe STH 16 TO CTH M//B-41-0112 WisDOTSW-14 1071-07-78 Asphalt Overlay B-32-23, 24, 25, 26, 27, 28, 57. IH 090 La Crosse B-32-23, 24, 25, 26, 27, 28, 57 Consultant

SW-15 7067-00-70

A recondition project 3 miles in length. The roadway will have two distinct segments; the south segment will have a 2-lane urban cross section consisting of asphalt pavement with 12.0’ travel lanes, concrete curb & gutter, and a paved multi-use trail. The north segment will have a 2-lane rural cross section consisting of asphalt pavement with 12.0’ travel lanes and 10’ asphalt and gravel shoulder to accommodate bicycles. Intersection traffic control will be upgraded, and a bridge will be replaced. CTH SN La Crosse CTH OT TO HANSON ROAD WisDOT



Southwest Region

SW-16 5467-00-70

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized and approximately 40’ in length, with a clear roadway width of 28’. The proposed length of approach work is approximately 250’, for a total length of approximately 290 feet. LOC STR Vernon OTTER CREEK BRIDGE B-62-0256 Consultant

SW-17 57300760

Mill and relay the existing pavement. Construct new HMA pavement, replace existing asphalt curb with concrete curb & gutter, remove and replace guardrail, remove and replace signs, and install new pavement markings. The project length is approximately 7 miles. CTH AB Vernon MAIN STREET TO COX CREEK Consultant

SW-18 5350-01-73 Resurfacing overlay >=4 inches USH 051 Rock HENRY AVENUE TO STH 11 Consultant

SW-19 6085-02-74

Urban reconstruction work includes excavation, select crushed material, base aggregate dense, storm sewer, curb & gutter, curb ramps, multi-use path, concrete pavement and sidewalk, traffic signals, traffic control, pavement marking, signing, and finishing items. STH 019 Dane BROADWAY DRIVE INTERSECTION Consultant

SW-20 1690-00-62 Project converted from FIIPS. LOC STR Green S COUNTY LINE TO N COUNTY LINE Consultant

SW-21 1411-01-79

Grading, select crushed material, base aggregate, curb & gutter, HMA pavement, lighting, pavement marking, and signing. Project is detoured and closed to through traffic. No night work anticipated STH 033 Dodge CTH P INTERSECTION Consultant

SW-22 1111-03-72 Project converted from FIIPS. USH 151 Columbia CTH VV TO STH 73 Consultant

SW-23 1670-02-77Reconstruction project to realign a portion of US 12 and bring existing curves up to current standards. USH 012 Sauk CTH C TO WATERBURY ROAD Consultant

SW-23 1670-04-71Resurfacing project work includes milling, HMA paving, base aggregate, pavement marking, signing, and erosion control. XX Sauk SKI-HI ROAD TO CTH C Consultant

SW-24 1670-05-61 Sauk City - Madison; Wisconsin River Bridge B-56-217 in Dane County on US12. USH 12 Dane Wisconsin R Bridge B-56-217 Consultant

SW-25 3080-09-60

The project includes milling and replacing 2-inchs of existing asphalt pavement, milling extra depth in distressed area, replacing substandard beam guard, centerline rubble strips, and pavement marking. XX Jefferson HELENVILLE RD TO W LIMIT V SULLIVAN Consultant

SW-25 3080-09-61

This project includes milling and replacing 2" of existing asphalt pavement, milling extra depth in distressed areas, replacing substandard beam guard, centerline rumble strips, and pavement marking. XX Jefferson CTH Y TO COFFEE ROAD Consultant

SW-26 5953-02-82 Replace culverts STH 191 Iowa DIAMOND OAKS DRIVE TO STH 39 ConsultantSW-26 5970-02-83 Culverts replacement/extension STH 039 Iowa CTH K TO STH 78 Consultant

SW-27 5300-00-71Treat the pavement with a mill & overlay from Gammon Road to Whitney Way.Also include pavement under the High Point Road Bridge. Project length is 1.7 miles. USH 12 Dane GAMMON RD TO WHITNEY WAY Consultant

SW-28 1067-02-62 Install median cable barrier LOC STR Dane, Jefferson STH 73 TO CTH F Consultant



Southwest Region

SW-29 5410-00-62Miscellaneous maintenance urban safety project. Install new cable guard median barrier on US 51 to improve safety LOC STR Dane PIERSTORFF STREET TO RIEDER ROAD Consultant

SW-30 3621-00-77A bridge replacement on a shifted alignment is proposed. A new hydraulically-sized structure will be constructed. LOC STR Rock TURTLE CREEK BRIDGE B-53-0373 Consultant

SW-31 5989-00-141.2 miles of pavement replacement, urban cross-section, sidewalk, curb and gutter, storm sewer, lighting, and an upgrade to signals. LOC STR Rock CRANSTON ROAD TO HUEBBE PARKWAY Consultant

SW-32 5990-00-38

This project will be 2,560’ in length constructed of asphalt with an urban cross section including curb and gutter on both sides of the roadway. Sidewalk and on street bicycle accommodations are proposed. The roadway will be widened to 41’ to allow for on-street bike lanes. Storm sewer improvements are included with this project. CTH MM Rock WUTHERING HILLS TO USH 14 Consultant

SW-33 3943-00-70 Bridge replacement and preservation. CTH EE Dodge RUBICON RIVER BRIDGE B-14-0215 Consultant

SW-34 6176-00-70

The pavement reconditioning project is 3,270 feet in length. It will have a 2-lane urban cross section consisting of asphalt pavement with 14-foot travel lanes and 1000 feet of curb and gutter. There will be no bicycle/pedestrian accommodations LOC STR Dodge MILL STREET TO SPRING ST (STH 33) Consultant

SW-35 3638-00-73 Reconstruction and Preservation LOC STR Jefferson E OAK STREET TO FARGO STREET Consultant

SW-36 5841-00-70

A bridge replacement on the existing alignment is proposed. A new hydraulically-sized structure will be designed to current standards. The new bridge will be approximately 34 feet wide and 120 feet long. Bicycle and pedestrian accommodations are planned at this time. The proposed length of approach work is approximately 300 feet, for a total project length of approximately 420 feet. CTH AB Dane YAHARA RIVER BRIDGE B-13-0684 WisDOT

SW-37 5992-09-14

The project will be 2,640’ in length. Reconstructed roadway will be asphalt pavement with concrete shoulders. Proposed lane reconfigurations will improve safety for pedestrians and bicyclists. Storm water and other utility improvements will be included with this project. LOC STR Dane BALDWIN STREET TO FIRST STREET Consultant

SW-38 5651-00-70

A bridge replacement on the existing alignment is proposed. The new bridge will be hydraulically sized, approximately 32 feet long. The clear roadway width will be 28 feet. The proposed length of approach work is approximately 200 feet, for a total length of approximately 232 feet. LOC STR Columbia FOX RIVER BRIDGE B-11-01683 Consultant

SW-38 5843-00-73Urban improvement area will receive parking lanes in both directions for major portions of project. Intersections will be upgraded to accommodate minor turn lanes. LOC STR Columbia STH 113 TO RAPP ROAD Consultant

SW-38 6721-00-71

A bridge replacement on the existing alignment will be constructed. The new bridge will be hydraulically sized, approximately 30 feet long. The clear roadway width will be 26 feet. The proposed length of approach work is approximately 200 feet, for a total project length of approximately 230 feet. LOC STR Columbia WISCONSIN RVR TRIB BRIDGE B-11-0169 Consultant



Southwest Region

SW-39 5682-00-74

A bridge replacement on the existing alignment is proposed. A new hydraulically-sized structure will be designed to current standards. The new bridge will be approximately 24 feet wide and 60 feet long. No bicycle and pedestrian accommodations are planned at this time. The proposed length of approach work is approximately 250 feet, for a total project length of approximately 310 feet. LOC STR Iowa BLUE RIVER BRIDGE B-25-0177 Consultant

SW-39 5958-00-70

A bridge replacement on the existing alignment is proposed. A new hydraulically-sized structure will be constructed, approximately 32 feet wide and 40 feet long. Bicycle and pedestrian accommodations are planned. This section of roadway is on the Cycle SW map as part of the Windmill Loop. The proposed length of approach work is approximately 600 feet and will address the substandard vertical approach. The total project length is approximately 640 feet. CTH G Iowa PECATONICA RIVER BRIDGE B-25-0180 Consultant

SW-40 1204-08-63 Install median cable barrier at locations designated in the HSIP application LOC STR Dane LUNDE LANE TO CTH PB Consultant

SW-40 5410-00-62Miscellaneous maintenance urban safety project. Install new cable guard median barrier on US 51 to improve safety LOC STR Dane PIERSTORFF STREET TO RIEDER ROAD Consultant

SW-40 5490-00-60 Install median cable barrier LOC STR Dane FAIR OAKS AVENUE TO THOMPSON DRIVE ConsultantSW-41 1204-05-72 Asphalt resurfacing project that includes concrete repairs, beam guard upgrades, and b USH 18 Iowa USH 151 TO E COUNTY LINE Consultant

project description route county limits leader north central … · 2018-08-21 · done as bridge...

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