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Bridge Statistics for Milwaukee, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 890Number of bridges
  • 15,512ft / 4,728mTotal length
  • $370,640,000Total costs
  • 23,988,245Total average daily traffic
  • 541,287Total average daily truck traffic
  • 20,117,972Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Milwaukee
  • No street view available for this location

New bridges in Milwaukee, WI - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 11900-1909
  • 281920-1929
  • 171930-1939
  • 21940-1949
  • 871950-1959
  • 2581960-1969
  • 1281970-1979
  • 331980-1989
  • 471990-1999
  • 1602000-2009
  • 1282010-2018
Reconstructed bridges in Milwaukee, WI - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 11950-1959
  • 101960-1969
  • 101970-1979
  • 661980-1989
  • 311990-1999
  • 422000-2009
  • 372010-2018
Average Bridge Daily Traffic in Milwaukee, WI
Average Bridge Truck Traffic in Milwaukee, WI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.0%Excellent
  • 19.3%Very good
  • 45.5%Good
  • 18.7%Satisfactory
  • 7.3%Fair
  • 2.9%Poor
  • 1.2%Serious
  • 0.2%Failed
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.6%Excellent
  • 18.9%Very good
  • 38.9%Good
  • 24.3%Satisfactory
  • 8.9%Fair
  • 2.9%Poor
  • 0.6%Serious
  • 0.2%Failed
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.0%Excellent
  • 14.3%Very good
  • 39.9%Good
  • 29.1%Satisfactory
  • 8.3%Fair
  • 1.7%Poor
  • 0.8%Serious
  • 0.2%Critical
  • 0.2%Failed
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.4%Excellent
  • 37.8%Very good
  • 22.7%Good
  • 18.6%Satisfactory
  • 8.7%Fair
  • 5.2%Poor
  • 0.6%Failed
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 10.3%Very good
  • 24.1%Good
  • 50.0%Satisfactory
  • 12.1%Fair
  • 3.4%Poor
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Structure Number: B400005,  Location: 0.8M W JCT STH 57 (Lat: 43.050078,  Lng: -87.953664),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 952 (year 2015),  Average Future Daily Traffic: 1,057 (year 2035),  Design Load: HS 20,  Features Intersected: CP RAILROAD,  Facility Carried by Structure: LRD CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400007,  Location: 0.1M W JCT STH 38 (Lat: 42.959264,  Lng: -87.911425),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 12,970 (year 2015),  Average Future Daily Traffic: 14,551 (year 2035),  Design Load: H 15,  Features Intersected: BR KINNICKINNIC RIVER,  Facility Carried by Structure: LRD W LAYTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B400009,  Location: 2.3 MI E JCT STH 181 (Lat: 43.037450,  Lng: -87.970964),  Route carried "on" structure: US 18,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 7,200 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,440 (year 2035),  Design Load: H 20,  Features Intersected: USH STH 175 - STADIUM FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.10m (147.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $719,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,078,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400009,  Location: 0.6M N JCT IH 94 TO E (Lat: 43.037450,  Lng: -87.970964),  Route carried "under" structure: US 41,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 77,700 (year 2015),  Truck Traffic: 3%,  Features Intersected: USH STH 175 - STADIUM FR,  Facility Carried by Structure: USH 18 - W BLUEMOU
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: B400014,  Location: 0.7M W JCT STH 57 (Lat: 43.051472,  Lng: -87.952306),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 1,000 (year 2015),  Average Future Daily Traffic: 1,292 (year 2035),  Design Load: HS 20,  Features Intersected: C. P. RAILROAD,  Facility Carried by Structure: LRD WEST GALENA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400015,  Location: 0.7M N JCT STH 59 (Lat: 43.032278,  Lng: -87.957806),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 18,300 (year 2016),  Average Future Daily Traffic: 18,300 (year 2036),  Design Load: HS 20,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: LRD N 35TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.20m (131.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $641,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $962,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400015,  Location: X 0.8M E JCT USH 41 TO S (Lat: 43.032278,  Lng: -87.957806),  Route carried "under" structure: Interstate 94,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 146,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: LRD N 35TH ST
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: B400017,  Location: 4.7M N JCT CTH ZZ (Lat: 42.996806,  Lng: -87.912453),  Route carried "on" structure: State highway 38,  Year Built: 2002,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 15,759 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,334 (year 2035),  Design Load: HS 20,  Features Intersected: KINNICKINNIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B40002,  Location: 1.4M W JCT STH 32 (Lat: 42.915528,  Lng: -87.890083),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 14,401 (year 2015),  Average Future Daily Traffic: 15,841 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: CTH BB E RAWSON A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400028,  Location: 2.1M N JCT STH 190 TO E (Lat: 43.118742,  Lng: -87.934750),  Route carried "on" structure: State highway 57,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 17,200 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,944 (year 2035),  Design Load: HS 20,  Features Intersected: CTH W. SILVER SPRING DRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400028,  Location: 0.8M JCT IH43 (Lat: 43.118742,  Lng: -87.934750),  Route carried "under" structure: County highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 26,900 (year 2016),  Features Intersected: CTH W. SILVER SPRING DRI,  Facility Carried by Structure: STH 57-GREEN BAY A
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: B400029,  Location: 1.6M N JCT USH 18 TO W (Lat: 43.060000,  Lng: -87.883333),  Route carried "on" structure: State highway 32,  Year Built: 1957,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 11,840 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,153 (year 2035),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B400031,  Location: 1.2M W JCT CTHU (Lat: 42.930453,  Lng: -88.026828),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 2,700 (year 2015),  Average Future Daily Traffic: 2,970 (year 2035),  Design Load: HS 20,  Features Intersected: BR. ROOT RIVER,  Facility Carried by Structure: LRD W COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400033,  Location: 1.0M E JCT USH 41 TO S (Lat: 43.032028,  Lng: -87.954472),  Route carried "on" structure: Interstate 94,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 146,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 208,490 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LRD N 32ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 335.0m (1,099.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: June 2016,  Other Special Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400033,  Location: 0.6M S JCT USH 18 (Lat: 43.032028,  Lng: -87.954472),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2014),  Features Intersected: LRD N 32ND ST,  Facility Carried by Structure: IH 94-E-W FREEWAY
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.3m (63.3ft)

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Structure Number: B400034,  Location: 0.6M S JCT USH 18 (Lat: 43.035189,  Lng: -87.944914),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 12,700 (year 2015),  Average Future Daily Traffic: 12,700 (year 2036),  Design Load: HS 20,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: LRD N 25TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 50.90m (166.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $814,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,221,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400034,  Location: X 1.5M E JCT USH 41 TO S (Lat: 43.035189,  Lng: -87.944914),  Route carried "under" structure: Interstate 94,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 146,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: LRD N 25TH ST
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: B400035,  Location: 0.1M S JCT CTH S (Lat: 43.132006,  Lng: -87.952414),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 15,902 (year 2015),  Average Future Daily Traffic: 17,928 (year 2035),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: LRD N TEUTONIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400037,  Location: 0.3M W JCT USH 41 TO N (Lat: 43.033333,  Lng: -87.973333),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 74,900 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 100,005 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: LRD N 46TH STREET/YOUNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B400037,  Location: 0.3M S JCT USH 18 (Lat: 43.033333,  Lng: -87.973333),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2015),  Features Intersected: LRD N 46TH STREET/YOUNT,  Facility Carried by Structure: IH 94 WB-E-W FREEW
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: B400038,  Location: 2.4M E JCT STH 181 (Lat: 43.032183,  Lng: -87.973900),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 77,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 86,285 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LRD YOUNT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 235.0m (771.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 2.2m (7.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.80m (64.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $368,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B400038,  Location: 0.3M S JCT USH 18 (Lat: 43.032183,  Lng: -87.973900),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2015),  Features Intersected: LRD YOUNT DRIVE,  Facility Carried by Structure: IH 94 EB-E-W FREEW
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 1.4m (4.6ft)

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Structure Number: B400039,  Location: 2.3 MI E JCT STH 181 (Lat: 43.032703,  Lng: -87.971611),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 8,100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 179,480 (year 2035),  Design Load: HS 20,  Features Intersected: IH 94 EB-STADIUM INTRCH,  Facility Carried by Structure: IH RAMP STH 175 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 113.10m (371.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,402,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,103,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400039,  Location: 2.5M E JCT STH 181 TO N (Lat: 43.032703,  Lng: -87.971611),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 59,300 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94 EB-STADIUM INTRCH,  Facility Carried by Structure: IH RAMP STH 175 NB
Minimum Vertical Clearance: 4.38m (14.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.9m (127.6ft)

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Structure Number: B4000400001,  Location: 0.2M S JCT IH 94 TO W (Lat: 43.031850,  Lng: -87.970550),  Route carried "on" structure: US 41,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22,900 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,664 (year 2035),  Design Load: HS 20,  Features Intersected: IH RAMP, STH 175 NB - IH,  Facility Carried by Structure: USH STH 175 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 53.60m (175.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $665,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $997,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000400001,  Location: STADIUM INTERCHANGE (Lat: 43.031850,  Lng: -87.970550),  Route carried "under" structure: Ramp Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2015),  Features Intersected: IH RAMP, STH 175 NB - IH,  Facility Carried by Structure: USH STH 175 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.2m (89.2ft)

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Structure Number: B4000400002,  Location: 0.2M S JCT IH 94 TO W (Lat: 43.032317,  Lng: -87.970583),  Route carried "on" structure: US 41,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 15,200 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,664 (year 2035),  Design Load: HS 20,  Features Intersected: LAND,  Facility Carried by Structure: USH STH 175 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.0m (6.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $793,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,190,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000400003,  Location: 0.1M S JCT IH 94 TO W (Lat: 43.032744,  Lng: -87.970636),  Route carried "on" structure: US 41,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 15,200 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,664 (year 2035),  Design Load: HS 20,  Features Intersected: IH 94-STADIUM INTRCHNG,  Facility Carried by Structure: USH STH 175 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 115.80m (379.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,436,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,154,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000400003,  Location: 2.6M E JCT STH 181 TO N (Lat: 43.032744,  Lng: -87.970636),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 59,300 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94-STADIUM INTRCHNG,  Facility Carried by Structure: USH STH 175 SB
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: B4000400004,  Location: 0.2M S JCT IH 94 TO W (Lat: 43.032111,  Lng: -87.970350),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 7,700 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 172,570 (year 2035),  Design Load: HS 20,  Features Intersected: LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000400005,  Location: STADIUM INTERCHANGE (Lat: 43.032583,  Lng: -87.970211),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 7,700 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 172,570 (year 2035),  Design Load: HS 20,  Features Intersected: IH 94 EB-STADIUM INTRCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 100.90m (331.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,251,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,876,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000400005,  Location: 2.6M E JCT STH 181 TO N (Lat: 43.032583,  Lng: -87.970211),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 72,500 (year 2015),  Truck Traffic: 6%,  Features Intersected: IH 94 EB-STADIUM INTRCH
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: B400041,  Location: 2.6M E JCT STH 181 (Lat: 43.032769,  Lng: -87.970069),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 62,980 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 110,694 (year 2035),  Features Intersected: USH 41 NB-STADIUM INTCHN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.90m (130.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: June 2016,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $746,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400041,  Location: 0.8M N JCT STH 59 TO W (Lat: 43.032769,  Lng: -87.970069),  Route carried "under" structure: US 41,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,280 (year 2015),  Truck Traffic: 2%,  Features Intersected: USH 41 NB-STADIUM INTCHN,  Facility Carried by Structure: IH 94 EB-STADIUM I
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: B400042,  Location: 2.5M W JCT IH 43 TO N (Lat: 43.033681,  Lng: -87.969647),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 76,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 60,800 (year 2037),  Design Load: HS 20,  Features Intersected: USH 41 NB-STADIUM INTCHG
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 79.90m (262.14ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: June 2017,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $993,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,490,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400042,  Location: 0.9M N JCT STH 59 TO W (Lat: 43.033681,  Lng: -87.969647),  Route carried "under" structure: US 41,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2015),  Truck Traffic: 1%,  Features Intersected: USH 41 NB-STADIUM INTCHG,  Facility Carried by Structure: IH 94 WB-STADIUM I
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.4m (7.9ft)

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Structure Number: B400043,  Location: 0.8M N JCT USH 41 (Lat: 43.034028,  Lng: -87.947861),  Route carried "on" structure: State highway 57,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 16,500 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,180 (year 2036),  Design Load: HS 20,  Features Intersected: IH 94-E-W FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.50m (168.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $824,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,236,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B400043,  Location: X 1.3M E JCT USH 41 TO S (Lat: 43.034028,  Lng: -87.947861),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 152,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: STH 57-27TH ST
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: B400046,  Location: 2.1 M E JCT STH 181 (Lat: 43.030633,  Lng: -87.978958),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Status: Open,  Structure Length: 0.51m (1.67ft),  Average Daily Traffic: 75,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 86,285 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LRD MITCHELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 55.50m (182.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,034,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Other
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Structure Number: B400046,  Location: 0.3M S JCT USH 18 (Lat: 43.030633,  Lng: -87.978958),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2015),  Features Intersected: LRD MITCHELL BLVD,  Facility Carried by Structure: IH 94 EB-E-W FREEW
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: B400047,  Location: 0.5M W JCT USH 41 TO N (Lat: 43.031667,  Lng: -87.978333),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 74,900 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 86,285 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: LRD MITCHELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $568,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $853,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B400047,  Location: 0.3M S JCT USH 18 (Lat: 43.031667,  Lng: -87.978333),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2015),  Features Intersected: LRD MITCHELL BLVD,  Facility Carried by Structure: IH 94 WB-E-W FREEW
Minimum Vertical Clearance: 3.76m (12.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: B400048,  Location: 0.6 M S JCT USH 18 (Lat: 43.030322,  Lng: -87.980456),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 400 (year 2015),  Average Future Daily Traffic: 400 (year 2036),  Design Load: H 10,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: LRD CEMETERY ACCES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.4m (168.6ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Bridge Improvement Cost: $905,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,358,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400048,  Location: 2.0M E JCT STH 181 TO N (Lat: 43.030322,  Lng: -87.980456),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94-E-W FREEWAY,  Facility Carried by Structure: LRD CEMETERY ACCES
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 51.4m (168.6ft)

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Structure Number: B4000490001,  Location: 0.33 MI S JCT USH 18 (W. (Lat: 43.034119,  Lng: -87.970336),  Route carried "on" structure: Interstate 41,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 12,400 (year 2015),  Average Future Daily Traffic: 12,400 (year 2035),  Design Load: HS 20,  Features Intersected: IH 94 WB-STADIUM INTRCH,  Facility Carried by Structure: IH RAMP, STH 175 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 120.40m (395.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $1,493,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $2,239,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000490001,  Location: 2.5M W JCT IH 43 TO N (Lat: 43.034119,  Lng: -87.970336),  Route carried "under" structure: Interstate 94,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 95,800 (year 2015),  Truck Traffic: 1%,  Features Intersected: IH 94 WB-STADIUM INTRCH,  Facility Carried by Structure: IH RAMP, STH 175 S
Minimum Vertical Clearance: 4.23m (13.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: B4000490002,  Location: STADIUM INTERCHANGE (Lat: 43.033414,  Lng: -87.969561),  Route carried "on" structure: Interstate 41,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 12,400 (year 2015),  Average Future Daily Traffic: 12,400 (year 2035),  Design Load: HS 20,  Features Intersected: IH RAMP IH 94WB-STH 341S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 70.10m (229.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $869,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,304,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B4000490002,  Location: STADIUM INTERCHANGE (Lat: 43.033414,  Lng: -87.969561),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2015),  Features Intersected: IH RAMP IH 94WB-STH 341S,  Facility Carried by Structure: IH 41 SB
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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