Bridge Statistics for Cambridge City, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21,  Location: 02.90 N US 40 (Lat: 39.853011,  Lng: -85.144419),  Route carried "on" structure: State highway 1,  Year Built: 1962,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 10,150 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,690 (year 2037),  Design Load: HS 20,  Features Intersected: I-70 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.174,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: 43.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1408,  Location: 00.58 W SR 1 (Lat: 39.812739,  Lng: -85.165650),  Route carried "on" structure: US 40,  Year Built: 1935,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 14,260 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,672 (year 2030),  Design Load: H 20,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 4329,  Location: 02.04 W SR 1 (Lat: 39.853200,  Lng: -85.182819),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 451 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,900 (year 2031),  Design Load: HS 20,  Features Intersected: I-70,  Facility Carried by Structure: OLD SR 1/CR 1000 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $226,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 433,  Location: 01.28 W SR 1 (Lat: 39.853119,  Lng: -85.168639),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 19,818 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,889 (year 2030),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.291,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4331,  Location: 01.28 W SR 1 (Lat: 39.853331,  Lng: -85.168331),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 19,818 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,889 (year 2030),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.291,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4332,  Location: 01.14 W SR 1 (Lat: 39.853150,  Lng: -85.165811),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 19,818 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,000 (year 2031),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER OVFL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.517,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 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: 29.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4333,  Location: 01.14 W SR 1 (Lat: 39.853381,  Lng: -85.165789),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 19,818 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,889 (year 2029),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER OVFL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.517,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.6 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: 29.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8900098,  Location: 00.40 S of HUNNICUT Rd (Lat: 39.796639,  Lng: -85.183331),  Route carried "on" structure: Alternate County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 376 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 507 (year 2036),  Design Load: HS 20,  Features Intersected: SIMON CREEK,  Facility Carried by Structure: PAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8900103,  Location: 00.10 N of WILLIAM SISTER (Lat: 39.833581,  Lng: -85.183300),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 4.25m (13.94ft),  Average Daily Traffic: 757 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,021 (year 2036),  Features Intersected: SYMONDS CREEK,  Facility Carried by Structure: BRICK CHURCH RD
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 8900107,  Location: 00.40 W of CAMBRIDGE Rd (Lat: 39.831700,  Lng: -85.170600),  Route carried "on" structure: Alternate County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 263 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 355 (year 2036),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: GOOSE HEAVEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 8900108,  Location: 00.30 W of TREATY LINE Rd (Lat: 39.860569,  Lng: -85.166919),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 270 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 364 (year 2036),  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: FRANK MYERS RD
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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890018,  Location: 00.30 S of MORGAN CREEK R (Lat: 39.988369,  Lng: -84.996761),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 509 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 687 (year 2036),  Design Load: HS 20,  Features Intersected: WILLIAM CREEK,  Facility Carried by Structure: CENTERVILLE RD
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8900188,  Location: 00.10 N of US 40 (Lat: 39.812600,  Lng: -85.181100),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 636 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 858 (year 2039),  Design Load: HL 93,  Features Intersected: CRIETZ CREEK,  Facility Carried by Structure: DALE AVE
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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 93.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 76.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 8900201,  Location: 00.00 Int of MCCONAHA Rd (Lat: 39.787200,  Lng: -85.033081),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Posted for load,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,027 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,385 (year 2036),  Features Intersected: CENTRUM RUN,  Facility Carried by Structure: WILLOW GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8900206,  Location: 00.40 W of CAMBRIDGE Rd (Lat: 39.817169,  Lng: -85.171261),  Route carried "on" structure: Alternate City street ,  Year Built: 1952,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 2,398 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,233 (year 2036),  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: DELAWARE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8900207,  Location: 00.10 N of FRONT St (Lat: 39.813819,  Lng: -85.171781),  Route carried "on" structure: Alternate City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,010 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,362 (year 2036),  Features Intersected: CRIETZ CREEK,  Facility Carried by Structure: FOOTE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8900208,  Location: 00.10 N of US 40 (Lat: 39.812931,  Lng: -85.175161),  Route carried "on" structure: Alternate City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 491 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 662 (year 2036),  Design Load: HS 20,  Features Intersected: CRIETZ Creek,  Facility Carried by Structure: JONES St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8900209,  Location: 00.10 N of US 40 (Lat: 39.812850,  Lng: -85.176900),  Route carried "on" structure: Alternate City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 498 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 672 (year 2036),  Features Intersected: CRIETZ Creek,  Facility Carried by Structure: WALNUT St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  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: 10.1m (33.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8900211,  Location: 0.1 MI EAST OF GREEN ST (Lat: 39.813419,  Lng: -85.172539),  Route carried "on" structure: Alternate City street ,  Year Built: 1987,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 732 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 987 (year 2037),  Design Load: HL 93,  Features Intersected: CRIETZ CREEK,  Facility Carried by Structure: FRONT ST
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 8900212,  Location: 00.10 N of US 40 (Lat: 39.813019,  Lng: -85.173439),  Route carried "on" structure: Alternate City street ,  Year Built: 1917,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,396 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,882 (year 2036),  Features Intersected: CRIETZ CREEK,  Facility Carried by Structure: GREEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $353,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $803,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8900234,  Location: 00.40 W of PAUL Rd (Lat: 39.788500,  Lng: -85.191611),  Route carried "on" structure: Alternate County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 220 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 297 (year 2036),  Design Load: HS 20,  Features Intersected: SYMONS Creek,  Facility Carried by Structure: WAGNER Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8900245,  Location: 00.10 W of SR 1 (Lat: 39.847681,  Lng: -85.146000),  Route carried "on" structure: Alternate County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 965 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,301 (year 2036),  Features Intersected: BEARD RUN,  Facility Carried by Structure: GATEWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable 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: April 2020

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Structure Number: 8900266,  Location: 0.2 MI S. OF HUNNICUT RD (Lat: 39.800939,  Lng: -85.161719),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,948 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,626 (year 2037),  Design Load: HL 93,  Features Intersected: SIMON CREEK,  Facility Carried by Structure: BOYD RD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: May 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: 21,  Location: 02.90 N US 40 (Lat: 39.853011,  Lng: -85.144419),  Route carried "under" structure: Interstate 70,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 16,285 (year 2017),  Truck Traffic: 49%,  Features Intersected: I-70 EB,  Facility Carried by Structure: SR 1
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 220.351,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 21,  Location: 02.90 N US 40 (Lat: 39.853011,  Lng: -85.144419),  Route carried "under" structure: Interstate 70,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 16,285 (year 2017),  Truck Traffic: 49%,  Features Intersected: I-70 WB,  Facility Carried by Structure: SR 1
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 220.351,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 4329,  Location: 02.04 W SR 1 (Lat: 39.853200,  Lng: -85.182819),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2006),  Truck Traffic: 53%,  Features Intersected: I-70 WBL,  Facility Carried by Structure: OLD SR 1/CR 1000W
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 217.068,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 4329,  Location: 02.04 W SR 1 (Lat: 39.853200,  Lng: -85.182819),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2006),  Truck Traffic: 53%,  Features Intersected: I-70 EBL,  Facility Carried by Structure: OLD SR 1/CR 1000W
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 217.068,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)