Bridge Statistics for Crawfordsville, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1048,  Location: 0.07 W SR 47 (Lat: 40.025000,  Lng: -86.908333),  Route carried "on" structure: State highway 32,  Year Built: 1994,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 8,736 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,309 (year 2027),  Design Load: HS 20,  Features Intersected: FORK OF DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.688,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: April 2008,  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: 1049,  Location: 0.87 E SR 47 (Lat: 40.046858,  Lng: -86.859186),  Route carried "on" structure: State highway 32,  Year Built: 1940,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 6,120 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,623 (year 2027),  Design Load: H 20,  Features Intersected: WALNUT FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.802,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2009,  Critical Feature Inspection Date: October 2009,  Bridge Improvement Cost: $1,360,000,  Total Project Cost: $1,360,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1611,  Location: 0.38 S SR 32 (Lat: 40.020000,  Lng: -86.905000),  Route carried "on" structure: US 231,  Year Built: 2003,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 11,831 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,670 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FORK OF DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.152,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: September 2008,  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: 1612,  Location: 0.44 N SR 32 (Lat: 40.031333,  Lng: -86.901419),  Route carried "on" structure: US 231,  Year Built: 1931,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 19,740 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,411 (year 2027),  Design Load: H 20,  Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.471,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: December 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1613,  Location: 0.32 N US 136 (Lat: 40.048333,  Lng: -86.901667),  Route carried "on" structure: US 231,  Year Built: 1976,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 16,923 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,845 (year 2027),  Design Load: HS 20,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.193,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.3m (155.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2008,  Other Special Inspection Date: July 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2685,  Location: 1.47 W US 231 (Lat: 40.051667,  Lng: -86.923333),  Route carried "on" structure: US 136,  Year Built: 1932,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 6,776 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,547 (year 2027),  Design Load: HS 20,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.591,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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 minimum criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2008,  Bridge Improvement Cost: $1,431,000,  Total Project Cost: $1,431,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4407,  Location: 2.45 W SR 47 (Lat: 40.080000,  Lng: -86.905000),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 9,428 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,780 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.400,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4408,  Location: 2.45 W SR 47 (Lat: 40.080000,  Lng: -86.905000),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 9,428 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,780 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.400,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5400071,  Location: 1.3 W of WASHINGTON St (Lat: 40.039378,  Lng: -86.923253),  Route carried "on" structure: Business City street 184,  Year Built: 2006,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 3,600 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,520 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: WABASH Ave,T.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5400076,  Location: 0.3 W of RUSSELL (Lat: 40.034608,  Lng: -86.916139),  Route carried "on" structure: City street 186,  Year Built: 1989,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 900 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,520 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: JENNISON St
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $8,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5400181,  Location: 0 Int of WALLACE Ave (Lat: 40.033850,  Lng: -86.895239),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 21%,  Average Future Daily Traffic: 3,050 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: CHESTNUT St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $4,000,  Total Project Cost: $4,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5400182,  Location: 0 Int of CHESTNUT St (Lat: 40.034317,  Lng: -86.892897),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: JOHN St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $30,000,  Total Project Cost: $30,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5400183,  Location: 0 Int of ELMORE St (Lat: 40.031731,  Lng: -86.889961),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,530 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: MILL St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $87,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5400184,  Location: 0 Int of CHESTNUT St (Lat: 40.033253,  Lng: -86.896778),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,000 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,840 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: ELM St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5400185,  Location: 0 Int of CHESTNUT St (Lat: 40.032836,  Lng: -86.904081),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,550 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: GRANT St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Serious,  Channel: Poor,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $425,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 5400186,  Location: 0 Int of MILL St (Lat: 40.039450,  Lng: -86.890481),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 8,050 (year 1998),  Truck Traffic: 25%,  Average Future Daily Traffic: 10,100 (year 2028),  Features Intersected: CSX RR,  Facility Carried by Structure: WABASH Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 52.5m (172.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $9,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5400187,  Location: 0 Int of MILL St (Lat: 40.032286,  Lng: -86.890214),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 690 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 930 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: ELMORE St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2008)

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Structure Number: 5400189,  Location: 0 Int of MILL St (Lat: 40.031358,  Lng: -86.889681),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 250 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 310 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: JOE ALLEN Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5400197,  Location: 0.3 N of COVINGTON (Lat: 40.050264,  Lng: -86.907144),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 5,400 (year 1998),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,550 (year 2028),  Features Intersected: SUGAR Creek,  Facility Carried by Structure: LAFAYETTE Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2008,  Underwater Inspection Date: August 2008,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $260,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5400198,  Location: 0 Int of JOHN St (Lat: 40.033814,  Lng: -86.892344),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2028),  Design Load: HS 20,  Features Intersected: DRY Branch Creek,  Facility Carried by Structure: CHESTNUT St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $16,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4407,  Location: 2.45 W SR 47 (Lat: 40.080000,  Lng: -86.905000),  Route carried "under" structure: US 231,  Year Built: 1964,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,097 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 231,  Facility Carried by Structure: I-74 EBL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 24.022,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 4408,  Location: 2.45 W SR 47 (Lat: 40.080000,  Lng: -86.905000),  Route carried "under" structure: US 231,  Year Built: 1964,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,097 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 231,  Facility Carried by Structure: I-74 WBL
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 24.006,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)