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

Structure Number: B40001,  Location: 0.1M E JCT IH 43,  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 8.97m (29.43ft),  Average Daily Traffic: 17,900 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,000 (year 2024),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: LRD N PORT WASHING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Underwater Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B400066,  Location: X 1.1M N JCT STH 190 TO (Lat: 43.103333,  Lng: -87.918333),  Route carried "on" structure: Interstate 43,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 17.55m (57.58ft),  Average Daily Traffic: 116,500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 144,650 (year 2023),  Design Load: HS 20,  Features Intersected: LRD W HAMPTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Underwater Inspection Date: September 2006,  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: B400067,  Location: 0.1M W JCT IH 43 (Lat: 43.103333,  Lng: -87.918333),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1962,  Status: Open,  Structure Length: 11.41m (37.43ft),  Average Daily Traffic: 5,700 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: IH RAMP HAMPTON AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Underwater Inspection Date: September 2006,  Bridge Improvement Cost: $1,471,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $2,207,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B400073,  Location: X 0.9M N JCT STH 190 TO E (Lat: 43.100000,  Lng: -87.918333),  Route carried "on" structure: Interstate 43,  Year Built: 1960,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 116,500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 144,650 (year 2023),  Design Load: HS 20,  Features Intersected: LRD GLENDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $548,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $822,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B400115,  Location: X 0.4M N JCT STH 190 TO E (Lat: 43.093333,  Lng: -87.921667),  Route carried "on" structure: Interstate 43,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 44.75m (146.82ft),  Average Daily Traffic: 116,500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 144,650 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: CMSTPP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 66.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.20m (148.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $5,606,000,  Roadway Improvement Cost: $560,000,  Total Project Cost: $8,409,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400372,  Location: 0.5M E JCT STH 57,  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 27,940 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,920 (year 2025),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: CTH PP W GOOD HOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: B400373,  Location: 0.7M W JCT IH 43,  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 27,940 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,920 (year 2025),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: CTH PP W GOOD HOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: B400577,  Location: 3.0M N JCT STH 190 TO E,  Route carried "on" structure: Interstate 43,  Year Built: 1992,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 58,250 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: LRD BENDER RD
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: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.3 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: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400578,  Location: 3.4M S JCT STH 100 TO S,  Route carried "on" structure: Interstate 43,  Year Built: 1992,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 39,700 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,800 (year 2023),  Design Load: HS 20,  Features Intersected: LRD BENDER RD
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: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400579,  Location: 0.6M E JCT STH 57,  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 1,100 (year 2004),  Average Future Daily Traffic: 1,100 (year 2026),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: CTH E SILVER SPRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B40058,  Location: 0.1M W JCT IH 43,  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 1,100 (year 2004),  Average Future Daily Traffic: 1,100 (year 2026),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: CTH E SILVER SPRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  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: B400581,  Location: 1.8M N JCT STH 190 TO E (Lat: 43.113333,  Lng: -87.918333),  Route carried "on" structure: Interstate 43,  Year Built: 1992,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 58,250 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: LRD LEXINGTON BLVD
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: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B400582,  Location: 4.6M S JCT STH 100 TO S (Lat: 43.113333,  Lng: -87.918333),  Route carried "on" structure: Interstate 43,  Year Built: 1991,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 58,250 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: LRD LEXINGTON BLVD
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: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400583,  Location: 2.2M N JCT STH 190 TO E,  Route carried "on" structure: Interstate 43,  Year Built: 1992,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 39,700 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,800 (year 2023),  Design Load: HS 20,  Features Intersected: LRD W SILVER SPRING DR
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: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400584,  Location: 3.4M S JCT STH 100 TO S,  Route carried "on" structure: Interstate 43,  Year Built: 1992,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 39,700 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,800 (year 2023),  Design Load: HS 20,  Features Intersected: LRD W SILVER SPRING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400585,  Location: 2.2M N JCT STH 190 TO E,  Route carried "on" structure: Ramp Interstate ,  Year Built: 1992,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 5,800 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: IH RAMP TO IH 43 N
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: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.7m (130.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400586,  Location: 2.2M N JCT STH 190 TO E,  Route carried "on" structure: Ramp Interstate ,  Year Built: 1992,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: IH RAMP IH 43 NB-S
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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.7 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400587,  Location: 2.1M N JCT STH 190 TO E,  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 5,800 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: IH RAMP TO IH 43 NB,  Facility Carried by Structure: LRD RAMP IH 43-SIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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 desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $773,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400602,  Location: 1.8M N JCT STH 190 TO E,  Route carried "on" structure: Interstate ,  Year Built: 1992,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 8,900 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,325 (year 2023),  Design Load: HS 20,  Features Intersected: LRD LEXINGTON BLVD,  Facility Carried by Structure: IH RAMP IH 43-SILV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $658,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400635,  Location: 0.3M E JCT STH 57,  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 8,600 (year 2005),  Average Future Daily Traffic: 8,600 (year 2025),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: LRD BENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400646,  Location: 0.4M E JCT STH 57,  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 2,200 (year 2005),  Average Future Daily Traffic: 2,200 (year 2025),  Design Load: H 15,  Features Intersected: N BR MILWAUKEE RIVER,  Facility Carried by Structure: LRD MILWAUKEE RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 25.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $432,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: B400647,  Location: 0.2M E JCT STH 57,  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 2,200 (year 2005),  Average Future Daily Traffic: 2,200 (year 2025),  Design Load: H 15,  Features Intersected: S BR MILWAUKEE RIVER,  Facility Carried by Structure: LRD MILWAUKEE RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $329,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $494,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: P40075,  Location: 0.2M E JCT STH 57,  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 15,600 (year 2005),  Average Future Daily Traffic: 14,500 (year 2025),  Design Load: HS 20,  Features Intersected: MILWAUKEE RIVER,  Facility Carried by Structure: LRD W HAMPTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,251,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B400024,  Location: X 3.2M N JCT STH 190 TO E (Lat: 43.131667,  Lng: -87.913333),  Route carried "under" structure: Interstate 43,  Year Built: 1957,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 116,500 (year 2005),  Truck Traffic: 1%,  Features Intersected: IH 43-N-S FREEWAY,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: B400051,  Location: 1.5M N JCT STH 190 TO E (Lat: 43.110000,  Lng: -87.916667),  Route carried "under" structure: Interstate 43,  Year Built: 1962,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 116,500 (year 2005),  Truck Traffic: 1%,  Features Intersected: IH 43-N-S FREEWAY,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: B400066,  Location: 0.8M W JCT STH 57 (Lat: 43.103333,  Lng: -87.918333),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 17.55m (57.58ft),  Average Daily Traffic: 15,300 (year 2005),  Features Intersected: LRD W HAMPTON AVE,  Facility Carried by Structure: IH 43-N-S FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: B400073,  Location: 0.4M E JCT STH 57 (Lat: 43.100000,  Lng: -87.918333),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 2,200 (year 2005),  Features Intersected: LRD GLENDALE AVE,  Facility Carried by Structure: IH 43-N-S FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Structure Number: B400391,  Location: 0.1M E JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 18,120 (year 2005),  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

Structure Number: B400577,  Location: 1.0M E JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 7,700 (year 2005),  Features Intersected: LRD BENDER RD,  Facility Carried by Structure: IH 43 NB-N-S FREEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Structure Number: B400578,  Location: 1.0M E JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 7,700 (year 2005),  Features Intersected: LRD BENDER RD,  Facility Carried by Structure: IH 43 SB-N-S FREEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: B400581,  Location: AT JCT IH 43 (Lat: 43.113333,  Lng: -87.918333),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 1,500 (year 2005),  Features Intersected: LRD LEXINGTON BLVD,  Facility Carried by Structure: IH 43 NB-N-S FREEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: B400582,  Location: AT JCT IH 43 (Lat: 43.113333,  Lng: -87.918333),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 1,320 (year 2005),  Features Intersected: LRD LEXINGTON BLVD,  Facility Carried by Structure: IH 43 SB-N-S FREEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Structure Number: B400583,  Location: 0.8M W JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 32,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: IH 43 NB-N-S FREEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Structure Number: B400584,  Location: 0.8M W JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 32,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: IH 43 SB-N-S FREEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Structure Number: B400585,  Location: 0.8M W JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 32,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: IH RAMP TO IH 43 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.7m (130.2ft)

Structure Number: B400586,  Location: 0.8M W JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 32,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: LRD W SILVER SPRING DR,  Facility Carried by Structure: IH RAMP IH 43 NB-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

Structure Number: B400587,  Location: 2.1M N JCT STH 190 TO E,  Route carried "under" structure: Interstate 43,  Year Built: 1992,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 6,900 (year 2005),  Truck Traffic: 1%,  Features Intersected: IH RAMP TO IH 43 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Structure Number: B400602,  Location: AT JCT IH 43,  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 500 (year 2005),  Features Intersected: LRD LEXINGTON BLVD,  Facility Carried by Structure: IH RAMP IH 43-SILV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: B400956,  Location: 2.3M N JCT STH 190 TO E (Lat: 43.121667,  Lng: -87.935000),  Route carried "under" structure: State highway 57,  Year Built: 1932,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 15,670 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 57-GREEN BAY AVE,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: B400957,  Location: 3.0M N JCT STH 190 TO E (Lat: 43.131667,  Lng: -87.933333),  Route carried "under" structure: State highway 57,  Year Built: 1933,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 15,670 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 57-GREEN BAY AVE,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.6m (64.3ft)

Structure Number: B400994,  Location: 3.0M S JCT CTH W,  Route carried "under" structure: City street ,  Year Built: 1936,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 116,500 (year 2005),  Truck Traffic: 1%,  Features Intersected: LRD PORT WASHINGTON RD,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.4m (80.1ft)

Structure Number: P400541,  Location: 0.8M E JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1,200 (year 2005),  Features Intersected: LRD MILWAUKEE RIVER PARK,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 9.9m (32.5ft)

Structure Number: P400751,  Location: 0.5M E JCT STH 57,  Route carried "under" structure: City street ,  Year Built: 1928,  Structure Length: 27.74m (91.01ft),  Average Daily Traffic: 800 (year 2005),  Features Intersected: LRD N SUNNY POINT RD,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 38.1m (125.0ft)