Bridge Statistics for Rockport, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 577ft / 176mTotal length
- $2,936,000Total costs
- 52,387Total average daily traffic
- 5,598Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rockport
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 21920-1929
- 11930-1939
- 21960-1969
- 11970-1979
- 61980-1989
- 21990-1999
- 52000-2009
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 21980-1989
- 11990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 56.3%Good
- 37.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 52.9%Good
- 35.3%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 41.2%Good
- 29.4%Satisfactory
- 23.5%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 20.0%Good
- 35.0%Satisfactory
- 35.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 166, Location: 01.78 W US 231 (Lat: 37.894650, Lng: -87.049031), Route carried "on" structure: State highway 66, Year Built: 1923, Year Reconstructed: 1932, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 14,422 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 19,975 (year 2032), Design Load: H 20, Features Intersected: HUFFMAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.006, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 88.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $755,000, Total Project Cost: $1,455,000
Structure Number: 166, Location: 01.78 W US 231 (Lat: 37.894650, Lng: -87.049031), Route carried "on" structure: State highway 66, Year Built: 1923, Year Reconstructed: 1932, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 14,422 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 19,975 (year 2032), Design Load: H 20, Features Intersected: HUFFMAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.006, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 88.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $755,000, Total Project Cost: $1,455,000
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Structure Number: 2348, Location: 01.07 E SR 161 (Lat: 37.895769, Lng: -87.078239), Route carried "on" structure: State highway 66, Year Built: 1960, Year Reconstructed: 2020, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,040 (year 2040), Design Load: HS 20, Features Intersected: DREDGED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.287, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: 27.2 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2348, Location: 01.07 E SR 161 (Lat: 37.895769, Lng: -87.078239), Route carried "on" structure: State highway 66, Year Built: 1960, Year Reconstructed: 2020, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,040 (year 2040), Design Load: HS 20, Features Intersected: DREDGED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.287, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: 27.2 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 29366, Location: 00.40 S OF SR 66 (Lat: 37.903769, Lng: -87.036350), Route carried "on" structure: US 231, Year Built: 2002, Status: Posted for load, Structure Length: 137.46m (450.98ft), Average Daily Traffic: 8,254 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 9,672 (year 2034), Design Load: HS 25 or greater, Features Intersected: OHIO RIVER, SR 66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 23.9m (78.4ft), Horizontal Clearance: 335.3m (1,100.1ft)), Material/Design: Steel continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 365.8m (1,200.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29366, Location: 00.40 S OF SR 66 (Lat: 37.903769, Lng: -87.036350), Route carried "on" structure: US 231, Year Built: 2002, Status: Posted for load, Structure Length: 137.46m (450.98ft), Average Daily Traffic: 8,254 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 9,672 (year 2034), Design Load: HS 25 or greater, Features Intersected: OHIO RIVER, SR 66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 23.9m (78.4ft), Horizontal Clearance: 335.3m (1,100.1ft)), Material/Design: Steel continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 365.8m (1,200.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: July 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: 29369, Location: 01.80 N SR 66 (Lat: 37.932719, Lng: -87.041331), Route carried "on" structure: US 231, Year Built: 2006, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: HS 20+Mod, Features Intersected: AEP MCDONOUGH RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 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: 41.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29369, Location: 01.80 N SR 66 (Lat: 37.932719, Lng: -87.041331), Route carried "on" structure: US 231, Year Built: 2006, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: HS 20+Mod, Features Intersected: AEP MCDONOUGH RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 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: 41.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 29374, Location: 02.54 N SR 66 (Lat: 37.942761, Lng: -87.036881), Route carried "on" structure: US 231, Year Built: 2006, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.7 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: 34.7 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: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29374, Location: 02.54 N SR 66 (Lat: 37.942761, Lng: -87.036881), Route carried "on" structure: US 231, Year Built: 2006, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: HS 20+Mod, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.7 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: 34.7 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: Better than 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: April 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: 29376, Location: 02.61 N SR 66 (Lat: 37.943489, Lng: -87.037408), Route carried "on" structure: US 100, Year Built: 1988, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,218 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 5,842 (year 2032), Features Intersected: HONEY CREEK, Facility Carried by Structure: OLD US 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29376, Location: 02.61 N SR 66 (Lat: 37.943489, Lng: -87.037408), Route carried "on" structure: US 100, Year Built: 1988, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,218 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 5,842 (year 2032), Features Intersected: HONEY CREEK, Facility Carried by Structure: OLD US 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 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: 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: August 2020, 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: 7400045, Location: 00.28 W of CR 200 W (Lat: 37.915861, Lng: -87.096650), Route carried "on" structure: Alternate County highway 18, Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 160 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 210 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7400045, Location: 00.28 W of CR 200 W (Lat: 37.915861, Lng: -87.096650), Route carried "on" structure: Alternate County highway 18, Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 160 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 210 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7400047, Location: 00.30 E of CR 200 W (Lat: 37.930339, Lng: -87.085892), Route carried "on" structure: Alternate County highway 20, Year Built: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 170 (year 2032), Features Intersected: BRANCH HUFFMAN DITCH, Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 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: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 7400047, Location: 00.30 E of CR 200 W (Lat: 37.930339, Lng: -87.085892), Route carried "on" structure: Alternate County highway 20, Year Built: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 170 (year 2032), Features Intersected: BRANCH HUFFMAN DITCH, Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 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: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 7400048, Location: 00.34 N of SR 66 (Lat: 37.897869, Lng: -87.063050), Route carried "on" structure: Alternate County highway 39, Year Built: 1899, Year Reconstructed: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 1,010 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 50W
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: 1, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400048, Location: 00.34 N of SR 66 (Lat: 37.897869, Lng: -87.063050), Route carried "on" structure: Alternate County highway 39, Year Built: 1899, Year Reconstructed: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 1,010 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 50W
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: 1, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 740005, Location: 00.25 E of US 231 (Lat: 37.938169, Lng: -87.036172), Route carried "on" structure: Alternate County highway 22, Year Built: 1984, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 325 (year 2012), Truck Traffic: 50%, Average Future Daily Traffic: 425 (year 2032), Features Intersected: HONEY CREEK, Facility Carried by Structure: CR 350N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 96.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 740005, Location: 00.25 E of US 231 (Lat: 37.938169, Lng: -87.036172), Route carried "on" structure: Alternate County highway 22, Year Built: 1984, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 325 (year 2012), Truck Traffic: 50%, Average Future Daily Traffic: 425 (year 2032), Features Intersected: HONEY CREEK, Facility Carried by Structure: CR 350N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 96.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7400052, Location: 00.16 W of US 231 (Lat: 37.945111, Lng: -87.038628), Route carried "on" structure: Alternate County highway 28, Year Built: 1905, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 150 (year 2032), Features Intersected: HONEY CREEK, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $184,000, Total Project Cost: $577,000 ( Estimate for 2020), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7400052, Location: 00.16 W of US 231 (Lat: 37.945111, Lng: -87.038628), Route carried "on" structure: Alternate County highway 28, Year Built: 1905, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 150 (year 2032), Features Intersected: HONEY CREEK, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $184,000, Total Project Cost: $577,000 ( Estimate for 2020), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7400053, Location: 00.53 W of US 231 (Lat: 37.945089, Lng: -87.040375), Route carried "on" structure: Alternate County highway 28, Year Built: 1981, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: BRANCH HONEY CREEK, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400053, Location: 00.53 W of US 231 (Lat: 37.945089, Lng: -87.040375), Route carried "on" structure: Alternate County highway 28, Year Built: 1981, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: BRANCH HONEY CREEK, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7400054, Location: 00.50 W of CR 200 W (Lat: 37.937619, Lng: -87.100289), Route carried "on" structure: Alternate County highway 126, Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 350N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400054, Location: 00.50 W of CR 200 W (Lat: 37.937619, Lng: -87.100289), Route carried "on" structure: Alternate County highway 126, Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 350N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7400055, Location: 00.02 S of CR 300 N (Lat: 37.929969, Lng: -87.091419), Route carried "on" structure: Alternate County highway 33, Year Built: 1905, Year Reconstructed: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 85 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 200W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400055, Location: 00.02 S of CR 300 N (Lat: 37.929969, Lng: -87.091419), Route carried "on" structure: Alternate County highway 33, Year Built: 1905, Year Reconstructed: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 85 (year 2032), Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 200W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7400056, Location: 00.25 S of CR 200 N (Lat: 37.912100, Lng: -87.091500), Route carried "on" structure: Alternate County highway 33, Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 200W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $184,000, Total Project Cost: $348,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7400056, Location: 00.25 S of CR 200 N (Lat: 37.912100, Lng: -87.091500), Route carried "on" structure: Alternate County highway 33, Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 200W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $184,000, Total Project Cost: $348,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7400057, Location: 00.15 N of SR 45 (Lat: 37.860631, Lng: -87.073692), Route carried "on" structure: Alternate County highway 131, Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2032), Features Intersected: GARRETT CREEK, Facility Carried by Structure: CR 100W
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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7400057, Location: 00.15 N of SR 45 (Lat: 37.860631, Lng: -87.073692), Route carried "on" structure: Alternate County highway 131, Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2032), Features Intersected: GARRETT CREEK, Facility Carried by Structure: CR 100W
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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7400058, Location: 00.11 S of CR 400 N (Lat: 37.943389, Lng: -87.040856), Route carried "on" structure: Alternate County highway 303, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 140 (year 2032), Features Intersected: BRANCH HONEY CREEK, Facility Carried by Structure: CR 80E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400058, Location: 00.11 S of CR 400 N (Lat: 37.943389, Lng: -87.040856), Route carried "on" structure: Alternate County highway 303, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 140 (year 2032), Features Intersected: BRANCH HONEY CREEK, Facility Carried by Structure: CR 80E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7400097, Location: 00.14 N of CR 500 N (Lat: 37.960969, Lng: -87.083481), Route carried "on" structure: Alternate County highway 137, Year Built: 1930, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: BRANCH HUFFMAN DITCH, Facility Carried by Structure: CR 150W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400097, Location: 00.14 N of CR 500 N (Lat: 37.960969, Lng: -87.083481), Route carried "on" structure: Alternate County highway 137, Year Built: 1930, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: BRANCH HUFFMAN DITCH, Facility Carried by Structure: CR 150W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7400098, Location: 00.11 S of CR 500 N (Lat: 37.957900, Lng: -87.091469), Route carried "on" structure: Alternate County highway 33, Year Built: 1925, Year Reconstructed: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 160 (year 2032), Features Intersected: BRANCH HUFFMAN DITCH, Facility Carried by Structure: CR 200W
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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $184,000, Total Project Cost: $556,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7400098, Location: 00.11 S of CR 500 N (Lat: 37.957900, Lng: -87.091469), Route carried "on" structure: Alternate County highway 33, Year Built: 1925, Year Reconstructed: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 160 (year 2032), Features Intersected: BRANCH HUFFMAN DITCH, Facility Carried by Structure: CR 200W
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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $184,000, Total Project Cost: $556,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7400099, Location: 00.50 W of CR 200 W (Lat: 37.944911, Lng: -87.100083), Route carried "on" structure: Alternate County highway 130, Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7400099, Location: 00.50 W of CR 200 W (Lat: 37.944911, Lng: -87.100083), Route carried "on" structure: Alternate County highway 130, Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: HUFFMAN DITCH, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 740036, Location: 00.44 E of CR 100 W (Lat: 37.858469, Lng: -87.065742), Route carried "on" structure: Alternate County highway 45, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,050 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,350 (year 2032), Features Intersected: GARRETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 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: 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: September 2020
Structure Number: 740036, Location: 00.44 E of CR 100 W (Lat: 37.858469, Lng: -87.065742), Route carried "on" structure: Alternate County highway 45, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,050 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,350 (year 2032), Features Intersected: GARRETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 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: 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: September 2020
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Structure Number: 29366, Location: 00.40 S OF SR 66 (Lat: 37.903769, Lng: -87.036353), Route carried "under" structure: State highway 66, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,780 (year 2006), Truck Traffic: 10%, Features Intersected: SR 66, Facility Carried by Structure: US 231
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 21.871, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stayed Girder, Length of Maximum Span: 365.8m (1,200.1ft)
Structure Number: 29366, Location: 00.40 S OF SR 66 (Lat: 37.903769, Lng: -87.036353), Route carried "under" structure: State highway 66, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,780 (year 2006), Truck Traffic: 10%, Features Intersected: SR 66, Facility Carried by Structure: US 231
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 21.871, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stayed Girder, Length of Maximum Span: 365.8m (1,200.1ft)