Bridge Statistics for Shelby, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 154ft / 46.5mTotal length
- $341,000Total costs
- 94,006Total average daily traffic
- 8,860Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Shelby
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 101960-1969
- 11980-1989
- 51990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 53.3%Good
- 20.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 6.7%Very good
- 73.3%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 7.7%Excellent
- 23.1%Very good
- 53.8%Good
- 15.4%Satisfactory
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Structure Number: 1981, Location: 02.81 N SR 10 (Lat: 41.182700, Lng: -87.340481), Route carried "on" structure: State highway 55, Year Built: 1997, Year Reconstructed: 2015, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 2,616 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 4,343 (year 2028), Design Load: HS 20, Features Intersected: KANKAKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1981, Location: 02.81 N SR 10 (Lat: 41.182700, Lng: -87.340481), Route carried "on" structure: State highway 55, Year Built: 1997, Year Reconstructed: 2015, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 2,616 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 4,343 (year 2028), Design Load: HS 20, Features Intersected: KANKAKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19841, Location: 04.52 S SR 2 (Lat: 41.224281, Lng: -87.343389), Route carried "on" structure: State highway 55, Year Built: 2014, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 2,380 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,980 (year 2034), Design Load: HL 93, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19841, Location: 04.52 S SR 2 (Lat: 41.224281, Lng: -87.343389), Route carried "on" structure: State highway 55, Year Built: 2014, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 2,380 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,980 (year 2034), Design Load: HL 93, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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: September 2021, 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: 19851, Location: 02.97 S SR 2 (Lat: 41.246750, Lng: -87.343681), Route carried "on" structure: State highway 55, Year Built: 2014, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 2,380 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,980 (year 2034), Design Load: HL 93, Features Intersected: SINGLETON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19851, Location: 02.97 S SR 2 (Lat: 41.246750, Lng: -87.343681), Route carried "on" structure: State highway 55, Year Built: 2014, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 2,380 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,980 (year 2034), Design Load: HL 93, Features Intersected: SINGLETON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: 383, Location: 04.54 S SR 2 (Lat: 41.224561, Lng: -87.295481), Route carried "on" structure: Alternate County highway , Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 146 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 250 (year 2032), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: 217TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 383, Location: 04.54 S SR 2 (Lat: 41.224561, Lng: -87.295481), Route carried "on" structure: Alternate County highway , Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 146 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 250 (year 2032), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: 217TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3831, Location: 03.64 S SR 2 (Lat: 41.237550, Lng: -87.295339), Route carried "on" structure: Interstate 65, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 14,069 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 25,479 (year 2030), Design Load: HS 20+Mod, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.274, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3831, Location: 03.64 S SR 2 (Lat: 41.237550, Lng: -87.295339), Route carried "on" structure: Interstate 65, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 14,069 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 25,479 (year 2030), Design Load: HS 20+Mod, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.274, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3832, Location: 03.64 S SR 2 (Lat: 41.237500, Lng: -87.295669), Route carried "on" structure: Interstate 65, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 14,069 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 25,479 (year 2030), Design Load: HS 20+Mod, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.274, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3832, Location: 03.64 S SR 2 (Lat: 41.237500, Lng: -87.295669), Route carried "on" structure: Interstate 65, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 14,069 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 25,479 (year 2030), Design Load: HS 20+Mod, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.274, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3833, Location: 03.02 S SR 2 (Lat: 41.246511, Lng: -87.295517), Route carried "on" structure: Alternate County highway , Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: CR X-9/205TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3833, Location: 03.02 S SR 2 (Lat: 41.246511, Lng: -87.295517), Route carried "on" structure: Alternate County highway , Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: CR X-9/205TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4500016, Location: 00.60 S. of 205th Ave (Lat: 41.236850, Lng: -87.371989), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2040), Design Load: HS 20, Features Intersected: SINGLETON DITCH, Facility Carried by Structure: CHASE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $42,000, Total Project Cost: $60,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4500016, Location: 00.60 S. of 205th Ave (Lat: 41.236850, Lng: -87.371989), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2040), Design Load: HS 20, Features Intersected: SINGLETON DITCH, Facility Carried by Structure: CHASE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $42,000, Total Project Cost: $60,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4500017, Location: 00.00 Int of 221st Ave (Lat: 41.219839, Lng: -87.369431), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 258 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 328 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: MONON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $30,000, Total Project Cost: $35,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 4500017, Location: 00.00 Int of 221st Ave (Lat: 41.219839, Lng: -87.369431), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 258 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 328 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: MONON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $30,000, Total Project Cost: $35,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 4500018, Location: 00.60 N of 217th Ave (Lat: 41.233911, Lng: -87.314300), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 119 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: MISSISSIPPI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $10,000, Total Project Cost: $74,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 4500018, Location: 00.60 N of 217th Ave (Lat: 41.233911, Lng: -87.314300), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 119 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: MISSISSIPPI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $10,000, Total Project Cost: $74,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 450002, Location: 00.00 Int of 205th Ave (Lat: 41.246400, Lng: -87.314331), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2040), Design Load: HS 20, Features Intersected: VANNATI DITCH, Facility Carried by Structure: MISSISSIPPI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $10,000, Total Project Cost: $46,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 450002, Location: 00.00 Int of 205th Ave (Lat: 41.246400, Lng: -87.314331), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2040), Design Load: HS 20, Features Intersected: VANNATI DITCH, Facility Carried by Structure: MISSISSIPPI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $10,000, Total Project Cost: $46,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 4500021, Location: 00.60 N of 205th Ave (Lat: 41.256231, Lng: -87.314569), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 238 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 315 (year 2040), Design Load: HS 20, Features Intersected: SINGLETON DITCH, Facility Carried by Structure: MISSISSIPPI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.1 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 minimum criteria, 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: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $26,000, Total Project Cost: $102,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4500021, Location: 00.60 N of 205th Ave (Lat: 41.256231, Lng: -87.314569), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 238 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 315 (year 2040), Design Load: HS 20, Features Intersected: SINGLETON DITCH, Facility Carried by Structure: MISSISSIPPI STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.1 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 minimum criteria, 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: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $26,000, Total Project Cost: $102,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4500051, Location: 00.70 S. of 221st Ave (Lat: 41.205619, Lng: -87.381589), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 121 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 154 (year 2040), Design Load: HS 20, Features Intersected: TULLY DITCH, Facility Carried by Structure: WHITCOMB STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4500051, Location: 00.70 S. of 221st Ave (Lat: 41.205619, Lng: -87.381589), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 121 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 154 (year 2040), Design Load: HS 20, Features Intersected: TULLY DITCH, Facility Carried by Structure: WHITCOMB STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4500052, Location: 00.10 S. of 221st Ave (Lat: 41.214661, Lng: -87.381781), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 88 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 117 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: WHITCOMB STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 4500052, Location: 00.10 S. of 221st Ave (Lat: 41.214661, Lng: -87.381781), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 88 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 117 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: WHITCOMB STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 4500055, Location: 01.00 N. of 221st Ave (Lat: 41.234100, Lng: -87.379681), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,243 (year 2040), Design Load: HS 20, Features Intersected: SINGLETON DITCH, Facility Carried by Structure: MONON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $24,000, Total Project Cost: $24,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4500055, Location: 01.00 N. of 221st Ave (Lat: 41.234100, Lng: -87.379681), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,243 (year 2040), Design Load: HS 20, Features Intersected: SINGLETON DITCH, Facility Carried by Structure: MONON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $24,000, Total Project Cost: $24,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 383, Location: 04.54 S SR 2 (Lat: 41.224561, Lng: -87.295486), Route carried "under" structure: Interstate 65, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NBL, Facility Carried by Structure: 217TH AVENUE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 377.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 383, Location: 04.54 S SR 2 (Lat: 41.224561, Lng: -87.295486), Route carried "under" structure: Interstate 65, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NBL, Facility Carried by Structure: 217TH AVENUE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 377.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 383, Location: 04.54 S SR 2 (Lat: 41.224561, Lng: -87.295486), Route carried "under" structure: Interstate 65, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SBL, Facility Carried by Structure: 217TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 377.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 383, Location: 04.54 S SR 2 (Lat: 41.224561, Lng: -87.295486), Route carried "under" structure: Interstate 65, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SBL, Facility Carried by Structure: 217TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 377.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 3833, Location: 03.02 S SR 2 (Lat: 41.246511, Lng: -87.295517), Route carried "under" structure: Interstate 65, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I65 NBL, Facility Carried by Structure: CR X-9/205TH AVE
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 380.272, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 3833, Location: 03.02 S SR 2 (Lat: 41.246511, Lng: -87.295517), Route carried "under" structure: Interstate 65, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I65 NBL, Facility Carried by Structure: CR X-9/205TH AVE
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 380.272, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 3833, Location: 03.02 S SR 2 (Lat: 41.246511, Lng: -87.295517), Route carried "under" structure: Interstate 65, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I65 SBL, Facility Carried by Structure: CR X-9/205TH AVE
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 380.272, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 3833, Location: 03.02 S SR 2 (Lat: 41.246511, Lng: -87.295517), Route carried "under" structure: Interstate 65, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 2004), Truck Traffic: 10%, Features Intersected: I65 SBL, Facility Carried by Structure: CR X-9/205TH AVE
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 380.272, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)