Bridge Statistics for Chicago, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 16260230626, Location: 6.7 M SE I-57 (Lat: 41.646050, Lng: -87.578539), Route carried "on" structure: Interstate 94, Year Built: 1992, Year Reconstructed: 1993, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 174,200 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 179,426 (year 2032), Features Intersected: SERVICE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.276, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.2m (105.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: November 10, 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: 16260331252, Location: 1 M E I-294 (Lat: 41.966158, Lng: -87.855336), Route carried "on" structure: Other road 1362, Year Built: 1994, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 19,300 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 19,879 (year 2032), Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: LAWRENCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 36 months, Inspection Date: September 2009, 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: 16260531496, Location: 0.4 M S US 14 (Lat: 41.990322, Lng: -87.766114), Route carried "on" structure: Other road 2798, Year Built: 1993, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 20,900 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 21,527 (year 2032), Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.434, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 36 months, Inspection Date: September 10, 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: 16261231253, Location: 1 M N IL 21 (Lat: 41.974828, Lng: -87.728217), Route carried "on" structure: Other road 2812, Year Built: 1994, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 18,700 (year 2010), Truck Traffic: 29%, Average Future Daily Traffic: 19,261 (year 2032), Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.279, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: July 10, 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: 16262533159, Location: JUST NORTH OF 39TH (Lat: 41.824014, Lng: -87.630064), Route carried "on" structure: Interstate 90, Year Built: 1961, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 252,700 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 260,281 (year 2032), Features Intersected: SANITARY SEWER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.668, Lanes on structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 74.4m (244.1ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m

Condition: Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11

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Structure Number: 16264331428, Location: 0.9 M EAST OF I-94 (Lat: 41.847022, Lng: -87.627117), Route carried "on" structure: Other road 2907, Year Built: 1994, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,450 (year 2010), Truck Traffic: 40%, Average Future Daily Traffic: 1,494 (year 2032), Features Intersected: I- 55 STEVENSON, Facility Carried by Structure: STATE ST TURNAROUN
Minimum Vertical Clearance: 30.40m (99.74ft), Kilometerpoint: 0.032, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,175,000, 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: 16265430628, Location: BETW LOGAN & WESTERN (Lat: 41.928792, Lng: -87.689194), Route carried "on" structure: Interstate 90, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 305,200 (year 2009), Average Future Daily Traffic: 314,356 (year 2032), Features Intersected: AIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.815, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.6m (159.4ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 48.6m (159.4ft), Out-to-Out Width: 50.7m (166.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, 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: 16268632239, Location: 1200S.& 200E. (Lat: 41.867406, Lng: -87.621294), Route carried "on" structure: Other road 347, Year Built: 1996, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 27,200 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 28,016 (year 2032), Design Load: HS 20, Features Intersected: METRA ELECTRIC RR, Facility Carried by Structure: ROOSEVELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.811, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16268831339, Location: 1140S.& 350E. (Lat: 41.868139, Lng: -87.618092), Route carried "on" structure: US 41, Year Built: 1996, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 143,600 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 147,908 (year 2032), Design Load: HS 20, Features Intersected: MUSEUM CONCOURSE, Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.657, Lanes on structure: 9, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1626893134, Location: 1326 S.AND 400E. (Lat: 41.864981, Lng: -87.618994), Route carried "on" structure: City street 4135, Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 15,009 (year 1998), Average Future Daily Traffic: 15,459 (year 2032), Design Load: HS 20, Features Intersected: LAKE SHORE DRIVE, Facility Carried by Structure: MCFETRIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16269031341, Location: 400 E(BURNHAM)1700 S (Lat: 41.859442, Lng: -87.617192), Route carried "on" structure: US 41, Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 143,600 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 147,908 (year 2032), Design Load: HS 20, Features Intersected: 17TH ST CONCOURSE, Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.595, Lanes on structure: 10, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 57.6m (189.0ft), Skew: 38 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 35.7m (117.1ft), Out-to-Out Width: 57.6m (189.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

Structure Number: 16269131342, Location: 400 E-1500 S, Route carried "on" structure: City street 4161, Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 509 (year 1998), Average Future Daily Traffic: 524 (year 2032), Design Load: HS 20, Features Intersected: PEDESTRIAN UNDERPASS, Facility Carried by Structure: WALDRON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16269231343, Location: 1800 S.AND 400E. (Lat: 41.858644, Lng: -87.616806), Route carried "on" structure: US 41, Year Built: 1996, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 143,600 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 147,908 (year 2032), Design Load: HS 20, Features Intersected: 18TH DRIVE, Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.515, Lanes on structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16269331344, Location: 2200 S.& 450E. (Lat: 41.854181, Lng: -87.614453), Route carried "on" structure: US 41, Year Built: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 36,800 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 37,904 (year 2032), Design Load: HS 20, Features Intersected: TAXI RAMP, Facility Carried by Structure: NB LAKE SHORE DRIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.032, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16269531578, Location: 0.7 MI. SW I-90,94 (Lat: 41.843608, Lng: -87.654633), Route carried "on" structure: Ramp Interstate 94, Year Built: 1999, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 41,900 (year 2002), Average Future Daily Traffic: 43,157 (year 2032), Features Intersected: THROOP ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.4 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, 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: 16269631579, Location: 0.3 M SW I-90,94 (Lat: 41.844822, Lng: -87.651469), Route carried "on" structure: Ramp Interstate 94, Year Built: 1999, Status: Open, Structure Length: 24.12m (79.13ft), Average Daily Traffic: 41,900 (year 2002), Average Future Daily Traffic: 43,157 (year 2032), Features Intersected: ARCHER AVE & QUARRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.3m (214.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, 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: 1626973158, Location: SOUTH SIDE OF I-55 (Lat: 41.845903, Lng: -87.646453), Route carried "on" structure: Ramp Interstate 94, Year Built: 1997, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 41,900 (year 2002), Average Future Daily Traffic: 43,157 (year 2032), Features Intersected: HALSTED ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, 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: 16269831581, Location: SOUTH SIDE OF I-55 (Lat: 41.845772, Lng: -87.646453), Route carried "on" structure: Ramp Interstate 94Q, Year Built: 1997, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 14,509 (year 2000), Average Future Daily Traffic: 14,944 (year 2032), Features Intersected: HALSTED ST, Facility Carried by Structure: I- 55 EB TO I-94 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, 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: 16269931582, Location: NORTH SIDE OF I-55 (Lat: 41.847317, Lng: -87.644178), Route carried "on" structure: Ramp Interstate 94, Year Built: 2000, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 48,000 (year 2002), Average Future Daily Traffic: 49,440 (year 2032), Features Intersected: HALSTED ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.9 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, 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: 16270231802, Location: 0.3 M SW I-94 (Lat: 41.845111, Lng: -87.650875), Route carried "on" structure: Interstate 55, Year Built: 1999, Status: Open, Structure Length: 16.97m (55.68ft), Average Daily Traffic: 84,550 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 87,087 (year 2032), Features Intersected: ARCHER AV &QUARRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 469.941, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.0 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, 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: 16270331803, Location: 0.3 M SW I-94 (Lat: 41.845250, Lng: -87.650586), Route carried "on" structure: Interstate 55, Year Built: 2000, Status: Open, Structure Length: 18.89m (61.98ft), Average Daily Traffic: 84,550 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 87,087 (year 2032), Features Intersected: ARCHER AV &QUARRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 469.925, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: June 11, 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: 16271732675, Location: 1 M N LAWRENCE (Lat: 41.980778, Lng: -87.879031), Route carried "on" structure: US 12, Year Built: 2006, Status: Open, Structure Length: 13.46m (44.16ft), Average Daily Traffic: 20,950 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 21,579 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-190 JFK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.733, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, 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: 16271832676, Location: 1 M N LAWRENCE (Lat: 41.980942, Lng: -87.878664), Route carried "on" structure: US 12, Year Built: 2005, Status: Open, Structure Length: 13.46m (44.16ft), Average Daily Traffic: 19,550 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 20,137 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-190 JFK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.765, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, 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: 16273332883, Location: 2 M SE OF I-57 (Lat: 41.707678, Lng: -87.592067), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 68,050 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 70,092 (year 2032), Design Load: HS 20, Features Intersected: 103RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.665, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, 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: 16273432884, Location: 2 M SE OF I-57 (Lat: 41.707683, Lng: -87.591794), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 136,100 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 140,183 (year 2032), Design Load: HS 20, Features Intersected: 103RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.682, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, 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: 16278234162, Location: 0.4 M S US 14 (Lat: 41.983772, Lng: -87.748236), Route carried "on" structure: State highway 50, Year Built: 2007, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 18,500 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 19,055 (year 2032), Design Load: HS 20, Features Intersected: N BR CHICAGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.319, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, 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: 16283936229, Location: DAN RYAN & SKYWAY (Lat: 41.772917, Lng: -87.625853), Route carried "on" structure: Interstate 90, Year Built: 2004, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 21,050 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 21,682 (year 2032), Design Load: HS 20, Features Intersected: I- 90,94 NB RYAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.994, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, 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: 1628403623, Location: AT 65TH (Lat: 41.774769, Lng: -87.626728), Route carried "on" structure: Interstate 90, Year Built: 2004, Status: Open, Structure Length: 22.48m (73.75ft), Average Daily Traffic: 21,050 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 21,682 (year 2032), Design Load: HS 20, Features Intersected: I- 94 DAN RYAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.801, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.7m (189.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, 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: 16285034141, Location: 2.4 M N US 12 (Lat: 41.756417, Lng: -87.625356), Route carried "on" structure: Other road 1541, Year Built: 2005, Status: Open, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 14,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,347 (year 2032), Design Load: HS 20, Features Intersected: I- 94 DAN RYAN, Facility Carried by Structure: 76TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.958, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 16285234443, Location: 0.09 M E OF IL 1 (Lat: 41.715875, Lng: -87.624642), Route carried "on" structure: Interstate 57, Year Built: 2007, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 30,100 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 31,003 (year 2032), Design Load: HS 20, Features Intersected: I- 94 WB RAMP I-57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 576.698, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, 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: 1660012734, Location: 100 S & 380 W (Lat: 41.879364, Lng: -87.637483), Route carried "on" structure: Other road 1421, Year Built: 1927, Year Reconstructed: 1996, Status: Open, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 9,800 (year 2010), Truck Traffic: 11%, Average Future Daily Traffic: 10,094 (year 2032), Features Intersected: S BR CHICAGO RIV, Facility Carried by Structure: ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 34.1m (111.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 60.7m (199.1ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 11, Underwater Inspection Date: November 2007, Deck Structure Type: Open Grating

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Structure Number: 16600226634, Location: 2201 N & 1600 W P3C (Lat: 41.922622, Lng: -87.668417), Route carried "on" structure: Other road 2853, Year Built: 1936, Year Reconstructed: 1993, Status: Open, Structure Length: 11.78m (38.65ft), Average Daily Traffic: 34,100 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 35,123 (year 2032), Design Load: HS 20, Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: ASHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.701, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 42.6m (139.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 70.7m (232.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 10, Underwater Inspection Date: June 2009, 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: 16600326842, Location: 2601 S ASHLAND P5C (Lat: 41.845233, Lng: -87.665883), Route carried "on" structure: Other road 2853, Year Built: 1938, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 25,500 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 26,265 (year 2032), Design Load: HS 20, Features Intersected: S BR CHICAGO RIVER, Facility Carried by Structure: ASHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.326, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 50.2m (164.7ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 68.5m (224.7ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 11, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,179,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,769,000, Deck Structure Type: Open Grating

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Structure Number: 16600426623, Location: 3200 N & 2600 W (Lat: 41.939414, Lng: -87.693358), Route carried "on" structure: Other road 1374, Year Built: 1917, Year Reconstructed: 1976, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 11%, Average Future Daily Traffic: 14,420 (year 2032), Design Load: HS 20, Features Intersected: N BR CHGO RVR, Facility Carried by Structure: BELMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.336, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.5m (169.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $2,007,000, Roadway Improvement Cost: $201,000, Total Project Cost: $3,011,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 16600527339, Location: 3300 S & 2800 W (Lat: 41.834614, Lng: -87.694956), Route carried "on" structure: Other road 2839, Year Built: 1926, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 19,000 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 19,570 (year 2032), Design Load: HS 20, Features Intersected: SANITARY&SHIP CANAL, Facility Carried by Structure: S. CALIFORNIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.808, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 42.6m (139.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 68.3m (224.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.97m (32.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 10, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,045,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,568,000, Deck Structure Type: Open Grating

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Structure Number: 16600627338, Location: 500 W & 2021 S (Lat: 41.855217, Lng: -87.638806), Route carried "on" structure: Other road 2885, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 14,700 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,141 (year 2032), Features Intersected: S BR CHICAGO RIVER, Facility Carried by Structure: CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.427, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 50.9m (167.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 77.4m (253.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.22m (36.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 10, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $1,441,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,162,000, Deck Structure Type: Open Grating

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Structure Number: 16600727337, Location: 501 W CERMAK (Lat: 41.852733, Lng: -87.641256), Route carried "on" structure: Other road 1453, Year Built: 1906, Year Reconstructed: 1997, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 10,900 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 11,227 (year 2032), Design Load: HS 20, Features Intersected: S BR CHICAGO RIV, Facility Carried by Structure: CERMAK RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 23.282, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 42.6m (139.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 65.8m (215.9ft), 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: 18.5m (60.7ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 11, Underwater Inspection Date: June 2009, Deck Structure Type: Open Grating

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Structure Number: 16600826624, Location: 622 W CHGO AVE P5C (Lat: 41.896456, Lng: -87.644433), Route carried "on" structure: Other road 1398, Year Built: 1914, Status: Posted for load, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 22,600 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 23,278 (year 2032), Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: CHICAGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.554, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 41.1m (134.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 57.6m (189.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Excellent, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 11, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,421,000, Deck Structure Type: Open Grating

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Structure Number: 16600927336, Location: 4000 S & 4800 W (Lat: 41.819819, Lng: -87.743461), Route carried "on" structure: State highway 50, Year Built: 1927, Year Reconstructed: 1966, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 40,800 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 42,024 (year 2032), Design Load: HS 20, Features Intersected: SANITARY SHIP CANAL, Facility Carried by Structure: CICERO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.008, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 42.6m (139.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 10, Underwater Inspection Date: November 2007, Deck Structure Type: Closed Grating

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Structure Number: 16601027335, Location: 307 N CLARK (Lat: 41.887611, Lng: -87.631017), Route carried "on" structure: Other road 2875, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 12,700 (year 2010), Truck Traffic: 19%, Average Future Daily Traffic: 13,081 (year 2032), Design Load: HS 20, Features Intersected: MAIN BR CHICAGO RIV, Facility Carried by Structure: N CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.530, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 59.4m (194.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 74.8m (245.4ft), Curb or Sidewalk Widths: Left: 4.1m (13.5ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 10, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $1,407,000, Roadway Improvement Cost: $141,000, Total Project Cost: $2,111,000, Deck Structure Type: Open Grating

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Structure Number: 16601126625, Location: 1440 W CORTLAND (Lat: 41.917042, Lng: -87.663803), Route carried "on" structure: Other road 1388, Year Built: 1902, Year Reconstructed: 1997, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 13,200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 13,596 (year 2032), Design Load: HS 20, Features Intersected: N BR CHICAGO RIV, Facility Carried by Structure: CORTLAND ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 28.0m (91.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 39.0m (128.0ft), 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: 11.0m (36.1ft)

Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 11, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,031,000, Deck Structure Type: Open Grating