Bridge Statistics for Montgomery, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 105ft / 32mTotal length
- $2,455,000Total costs
- 26,982Total average daily traffic
- 4,824Total average daily truck traffic
- 37,051Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Montgomery
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 21960-1969
- 21970-1979
- 31980-1989
- 71990-1999
- 32000-2009
- Bridge Condition - Deck
- 6.3%Very good
- 25.0%Good
- 25.0%Satisfactory
- 43.8%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 31.3%Good
- 25.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 31.3%Very good
- 37.5%Good
- 18.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 16.7%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 1833, Location: 04.30 E SR 257 (Lat: 38.655189, Lng: -87.074533), Route carried "on" structure: US 50, Year Built: 1948, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 6,142 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 8,507 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.959, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017
Structure Number: 1833, Location: 04.30 E SR 257 (Lat: 38.655189, Lng: -87.074533), Route carried "on" structure: US 50, Year Built: 1948, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 6,142 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 8,507 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.959, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017
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Structure Number: 18338, Location: 06.13 W US 231 (Lat: 38.662700, Lng: -87.027078), Route carried "on" structure: US 50, Year Built: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 8,331 (year 2004), Truck Traffic: 22%, Average Future Daily Traffic: 11,539 (year 2030), Design Load: HS 20, Features Intersected: BRANCH S FORK PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.577, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18338, Location: 06.13 W US 231 (Lat: 38.662700, Lng: -87.027078), Route carried "on" structure: US 50, Year Built: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 8,331 (year 2004), Truck Traffic: 22%, Average Future Daily Traffic: 11,539 (year 2030), Design Load: HS 20, Features Intersected: BRANCH S FORK PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.577, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1834, Location: 06.10 W US 231 (Lat: 38.662711, Lng: -87.025847), Route carried "on" structure: US 50, Year Built: 2001, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 8,331 (year 2004), Truck Traffic: 22%, Average Future Daily Traffic: 11,539 (year 2030), Design Load: HS 20, Features Intersected: S FORK PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.625, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1834, Location: 06.10 W US 231 (Lat: 38.662711, Lng: -87.025847), Route carried "on" structure: US 50, Year Built: 2001, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 8,331 (year 2004), Truck Traffic: 22%, Average Future Daily Traffic: 11,539 (year 2030), Design Load: HS 20, Features Intersected: S FORK PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.625, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1400002, Location: 00.33 E of CR 650 E (Lat: 38.684389, Lng: -87.039786), Route carried "on" structure: County highway 34, Year Built: 1988, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 591 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 774 (year 2033), Design Load: HS 20, Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 200 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 3 degrees, 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-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400002, Location: 00.33 E of CR 650 E (Lat: 38.684389, Lng: -87.039786), Route carried "on" structure: County highway 34, Year Built: 1988, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 591 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 774 (year 2033), Design Load: HS 20, Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 200 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 3 degrees, 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-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400033, Location: 00.75 N of CR 400 N (Lat: 38.723981, Lng: -87.045853), Route carried "on" structure: County highway 55, Year Built: 1969, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 405 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 530 (year 2033), Features Intersected: DINKEN CREEK, Facility Carried by Structure: CR 650 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400033, Location: 00.75 N of CR 400 N (Lat: 38.723981, Lng: -87.045853), Route carried "on" structure: County highway 55, Year Built: 1969, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 405 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 530 (year 2033), Features Intersected: DINKEN CREEK, Facility Carried by Structure: CR 650 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400097, Location: 00.49 N of CR 100 N (Lat: 38.677150, Lng: -87.031936), Route carried "on" structure: County highway 219, Year Built: 1990, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 23 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 30 (year 2033), Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 725 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $180,000, Total Project Cost: $605,000 ( Estimate for 2017), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400097, Location: 00.49 N of CR 100 N (Lat: 38.677150, Lng: -87.031936), Route carried "on" structure: County highway 219, Year Built: 1990, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 23 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 30 (year 2033), Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 725 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $180,000, Total Project Cost: $605,000 ( Estimate for 2017), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400107, Location: 00.90 S of CR 100 S (Lat: 38.638561, Lng: -87.035842), Route carried "on" structure: County highway 161, Year Built: 1996, Status: Open, Structure Length: 0.14m (0.46ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 170 (year 2033), Design Load: HS 20, Features Intersected: VEALES CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1400107, Location: 00.90 S of CR 100 S (Lat: 38.638561, Lng: -87.035842), Route carried "on" structure: County highway 161, Year Built: 1996, Status: Open, Structure Length: 0.14m (0.46ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 170 (year 2033), Design Load: HS 20, Features Intersected: VEALES CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1400108, Location: 00.15 N of CR 100 S (Lat: 38.642961, Lng: -87.077614), Route carried "on" structure: Alternate County highway 39, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 120 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 157 (year 2033), Design Load: HS 20, Features Intersected: VEALES CREEK, Facility Carried by Structure: CR 475 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1400108, Location: 00.15 N of CR 100 S (Lat: 38.642961, Lng: -87.077614), Route carried "on" structure: Alternate County highway 39, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 120 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 157 (year 2033), Design Load: HS 20, Features Intersected: VEALES CREEK, Facility Carried by Structure: CR 475 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1400112, Location: 00.79 N of CR 350 N (Lat: 38.717661, Lng: -87.059653), Route carried "on" structure: County highway 51, Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 575 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $150,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400112, Location: 00.79 N of CR 350 N (Lat: 38.717661, Lng: -87.059653), Route carried "on" structure: County highway 51, Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 575 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $150,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400114, Location: 00.24 W of CR 650 E (Lat: 38.706081, Lng: -87.050247), Route carried "on" structure: County highway 38, Year Built: 1986, Status: Open, Structure Length: 2.69m (8.83ft), Average Daily Traffic: 135 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 177 (year 2033), Design Load: HS 20, Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 350 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1400114, Location: 00.24 W of CR 650 E (Lat: 38.706081, Lng: -87.050247), Route carried "on" structure: County highway 38, Year Built: 1986, Status: Open, Structure Length: 2.69m (8.83ft), Average Daily Traffic: 135 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 177 (year 2033), Design Load: HS 20, Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 350 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1400115, Location: 00.48 S of CR 500 N (Lat: 38.720431, Lng: -87.036553), Route carried "on" structure: County highway 57, Year Built: 1991, Year Reconstructed: 1994, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: DINKEN CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 0.5m (1.6ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400115, Location: 00.48 S of CR 500 N (Lat: 38.720431, Lng: -87.036553), Route carried "on" structure: County highway 57, Year Built: 1991, Year Reconstructed: 1994, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: DINKEN CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 0.5m (1.6ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400132, Location: 00.55 N of CR 400 S (Lat: 38.605139, Lng: -87.054703), Route carried "on" structure: County highway 45, Year Built: 1967, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 415 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 543 (year 2033), Design Load: HS 20, Features Intersected: AIKMAN CREEK, Facility Carried by Structure: CR 600 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400132, Location: 00.55 N of CR 400 S (Lat: 38.605139, Lng: -87.054703), Route carried "on" structure: County highway 45, Year Built: 1967, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 415 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 543 (year 2033), Design Load: HS 20, Features Intersected: AIKMAN CREEK, Facility Carried by Structure: CR 600 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400135, Location: 01.25 N of CR 400 S (Lat: 38.615261, Lng: -87.073394), Route carried "on" structure: County highway 39, Year Built: 1992, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: AIKMAN CREEK, Facility Carried by Structure: CR 500 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400135, Location: 01.25 N of CR 400 S (Lat: 38.615261, Lng: -87.073394), Route carried "on" structure: County highway 39, Year Built: 1992, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: AIKMAN CREEK, Facility Carried by Structure: CR 500 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400188, Location: 00.50 N of CR 200 N (Lat: 38.691681, Lng: -87.045822), Route carried "on" structure: County highway 55, Year Built: 1975, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 409 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 535 (year 2033), Design Load: HS 20, Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 650 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1400188, Location: 00.50 N of CR 200 N (Lat: 38.691681, Lng: -87.045822), Route carried "on" structure: County highway 55, Year Built: 1975, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 409 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 535 (year 2033), Design Load: HS 20, Features Intersected: SOUTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 650 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1400191, Location: 00.50 N of CR 675 N (Lat: 38.756600, Lng: -87.036492), Route carried "on" structure: County highway 217, Year Built: 1992, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 18 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 23 (year 2033), Features Intersected: NORTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 2.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $75,000, Total Project Cost: $450,000 ( Estimate for 2017), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400191, Location: 00.50 N of CR 675 N (Lat: 38.756600, Lng: -87.036492), Route carried "on" structure: County highway 217, Year Built: 1992, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 18 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 23 (year 2033), Features Intersected: NORTH FORK PRAIRIE CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 2.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2017, Critical Feature Inspection Date: June 2017, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $75,000, Total Project Cost: $450,000 ( Estimate for 2017), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400193, Location: 00.26 N of US 50 (Lat: 38.666439, Lng: -87.047600), Route carried "on" structure: City street , Year Built: 1949, Status: Posted for load, Structure Length: 0.32m (1.05ft), Average Daily Traffic: 541 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 708 (year 2033), Features Intersected: CSX RR, Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 1.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 33.50m (109.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $200,000, Total Project Cost: $900,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400193, Location: 00.26 N of US 50 (Lat: 38.666439, Lng: -87.047600), Route carried "on" structure: City street , Year Built: 1949, Status: Posted for load, Structure Length: 0.32m (1.05ft), Average Daily Traffic: 541 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 708 (year 2033), Features Intersected: CSX RR, Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 1.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 33.50m (109.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $200,000, Total Project Cost: $900,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400194, Location: 00.64 S of US 50 (Lat: 38.645881, Lng: -87.063797), Route carried "on" structure: County highway 163, Year Built: 1977, Year Reconstructed: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 171 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 224 (year 2033), Design Load: HS 20, Features Intersected: VEALES CREEK, Facility Carried by Structure: CR 550 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400194, Location: 00.64 S of US 50 (Lat: 38.645881, Lng: -87.063797), Route carried "on" structure: County highway 163, Year Built: 1977, Year Reconstructed: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 171 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 224 (year 2033), Design Load: HS 20, Features Intersected: VEALES CREEK, Facility Carried by Structure: CR 550 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400202, Location: 00.13 W of CR 600 E (Lat: 38.655239, Lng: -87.057075), Route carried "on" structure: County highway 50, Year Built: 1986, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 802 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 1,048 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF VEALES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400202, Location: 00.13 W of CR 600 E (Lat: 38.655239, Lng: -87.057075), Route carried "on" structure: County highway 50, Year Built: 1986, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 802 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 1,048 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF VEALES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400317, Location: 00.21 N of CR 200 N (Lat: 38.687439, Lng: -87.036742), Route carried "on" structure: Business County highway 57, Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 28 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 37 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF PRAIRIE CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400317, Location: 00.21 N of CR 200 N (Lat: 38.687439, Lng: -87.036742), Route carried "on" structure: Business County highway 57, Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 28 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 37 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF PRAIRIE CREEK, Facility Carried by Structure: CR 700 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
