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

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Structure Number: 4100077,  Location: 0.01 N OF URMEYVILLE RD (Lat: 39.511819,  Lng: -85.969769),  Route carried "on" structure: County highway 59,  Year Built: 1972,  Status: Posted for load,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 254 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 469 (year 2039),  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: CR 700 EAST
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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 17.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $900,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100083,  Location: 0.15 E OF CR 625 E (Lat: 39.529831,  Lng: -85.982150),  Route carried "on" structure: County highway 32,  Year Built: 1991,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 431 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 827 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: CR 350 NORTH
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: 4100087,  Location: 0.05 W OF US 31 (Lat: 39.426139,  Lng: -86.004850),  Route carried "on" structure: County highway 53,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 65 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 126 (year 2037),  Features Intersected: AMITY DITCH,  Facility Carried by Structure: CR 350 SOUTH
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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 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 desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $425,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100088,  Location: 0.50 W OF CR 800 E (Lat: 39.503731,  Lng: -85.958419),  Route carried "on" structure: County highway 136,  Year Built: 1910,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 30 (year 2032),  Features Intersected: BRANCH OF SUGAR CREEK,  Facility Carried by Structure: CR 150 NORTH
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: 6.3m (20.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 410009,  Location: 0.15 E OF CR 600 E (Lat: 39.582450,  Lng: -85.987731),  Route carried "on" structure: County highway 50,  Year Built: 1978,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,950 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,844 (year 2039),  Features Intersected: CAMPBELL DITCH,  Facility Carried by Structure: CR 700 NORTH
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: 8.6m (28.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $400,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100091,  Location: 0.30 E OF CENTER (Lat: 39.514889,  Lng: -86.097600),  Route carried "on" structure: County highway 146,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,701 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,873 (year 2038),  Features Intersected: BREWER DITCH,  Facility Carried by Structure: CR 260 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100099,  Location: 0.20 E OF HOME AVENUE (Lat: 39.475881,  Lng: -86.048700),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 4,186 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,832 (year 2039),  Design Load: HS 20,  Features Intersected: YOUNGS CREEK,  Facility Carried by Structure: SOUTH STREET
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4100102,  Location: 0.20 E OF HOME STREET (Lat: 39.479761,  Lng: -86.049161),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,203 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,125 (year 2032),  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: MONROE STREET
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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  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: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4100103,  Location: 0.30 E OF HOME AVENUE (Lat: 39.482600,  Lng: -86.046881),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 3,853 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,302 (year 2040),  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: KING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: July 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: 4100104,  Location: 0.20 N OF KING STREET (Lat: 39.485361,  Lng: -86.043439),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 1,976 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,646 (year 2040),  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: FORSYTHE STREET
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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100107,  Location: 0.10 N OF CR 350 S (Lat: 39.427989,  Lng: -86.002339),  Route carried "on" structure: County highway 403,  Year Built: 1977,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2032),  Features Intersected: AMITY DITCH,  Facility Carried by Structure: CR 550 EAST
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100111,  Location: 00.40 W OF CR 100 E (Lat: 39.432900,  Lng: -86.094089),  Route carried "on" structure: County highway 10,  Year Built: 1978,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,075 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,890 (year 2039),  Features Intersected: VANDIVER DITCH,  Facility Carried by Structure: CR 300 SOUTH
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: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $500,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100121,  Location: 0.40 N OF SR 44 (Lat: 39.487989,  Lng: -86.083769),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 7,266 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,620 (year 2039),  Features Intersected: CANARY DITCH,  Facility Carried by Structure: WESTVIEW DRIVE
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: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100122,  Location: 0.20 W OF US 31 (Lat: 39.494050,  Lng: -86.068381),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 10,706 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2032),  Design Load: HS 20,  Features Intersected: CANARY DITCH,  Facility Carried by Structure: WESTVIEW DRIVE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4100123,  Location: 0.10 N OF CR 100 N (Lat: 39.491231,  Lng: -86.034261),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 4,753 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,500 (year 2032),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: EASTVIEW DRIVE
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: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4100155,  Location: 0.70 E OF CR 510 E (Lat: 39.442400,  Lng: -85.992381),  Route carried "on" structure: County highway 12,  Year Built: 1999,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 294 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 484 (year 2039),  Design Load: HS 20,  Features Intersected: AMITY DITCH,  Facility Carried by Structure: CR 250 SOUTH
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100205,  Location: 0.50 N OF CR 200 N (Lat: 39.513661,  Lng: -86.115161),  Route carried "on" structure: County highway 35,  Year Built: 2002,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 324 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 438 (year 2032),  Design Load: HS 20,  Features Intersected: RA ARMSTRONG DITCH,  Facility Carried by Structure: CR 75 WEST
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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: July 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: 410061,  Location: 0.07 W OF BLUE GRASS (Lat: 39.600381,  Lng: -86.090611),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 343 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 525 (year 2032),  Design Load: HS 20,  Features Intersected: GRASSY CREEK,  Facility Carried by Structure: CROSS WIND DRIVE
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4100617,  Location: 1.20 W OF US 31 (Lat: 39.507550,  Lng: -86.087731),  Route carried "on" structure: County highway 28,  Year Built: 2006,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,848 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,525 (year 2032),  Features Intersected: POWEL DITCH,  Facility Carried by Structure: CR 200 NORTH
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Good,  Culverts: 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: 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: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100619,  Location: 0.60 E OF US 31 (Lat: 39.507550,  Lng: -86.060219),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 9,905 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,149 (year 2039),  Design Load: HS 20,  Features Intersected: CANARY DITCH,  Facility Carried by Structure: COMMERCE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4100631,  Location: 0.10 N OF SOUTH STREET (Lat: 39.477239,  Lng: -86.055119),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,799 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2032),  Design Load: HL 93,  Features Intersected: YOUNGS CREEK,  Facility Carried by Structure: MAIN STREET
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 74.4 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4100633,  Location: 0.10 E OF CR 75 W (Lat: 39.507089,  Lng: -86.113100),  Route carried "on" structure: County highway 28,  Year Built: 2019,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 1,964 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,555 (year 2036),  Design Load: HL 93,  Features Intersected: YOUNGS CREEK,  Facility Carried by Structure: CR 200 NORTH
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),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: July 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: 3576,  Location: 03.13 S SR 44 (Lat: 39.442550,  Lng: -85.988028),  Route carried "under" structure: Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 20,374 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 NB,  Facility Carried by Structure: CR 250S
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 139.063,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 3576,  Location: 03.13 S SR 44 (Lat: 39.442550,  Lng: -85.988028),  Route carried "under" structure: Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 20,374 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 SB,  Facility Carried by Structure: CR 250S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 139.063,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 3579,  Location: 02.15 S SR 44 (Lat: 39.454669,  Lng: -85.998406),  Route carried "under" structure: Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 20,374 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 NB,  Facility Carried by Structure: GREENSBURG ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 140.641,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.4m (165.4ft)

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Structure Number: 3579,  Location: 02.15 S SR 44 (Lat: 39.454669,  Lng: -85.998406),  Route carried "under" structure: Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 27,587 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 SB,  Facility Carried by Structure: GREENSBURG ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 140.641,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.4m (165.4ft)

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Structure Number: 358,  Location: 09.48 N SR 252 (Lat: 39.483219,  Lng: -86.013742),  Route carried "under" structure: State highway 44,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,558 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 44 EB,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 22.483,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 358,  Location: 09.48 N SR 252 (Lat: 39.483219,  Lng: -86.013742),  Route carried "under" structure: State highway 44,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,558 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 44 WB,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 22.483,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 3581,  Location: 09.48 N SR 252 (Lat: 39.483211,  Lng: -86.014053),  Route carried "under" structure: State highway 44,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,558 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 44 EB,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 3581,  Location: 09.48 N SR 252 (Lat: 39.483211,  Lng: -86.014053),  Route carried "under" structure: State highway 44,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,558 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 44 WB,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 3582,  Location: 00.92 N SR-44 (Lat: 39.496269,  Lng: -86.017539),  Route carried "under" structure: Interstate 65,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,587 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: CR 100N
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 145.581,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 3582,  Location: 00.92 N SR-44 (Lat: 39.496269,  Lng: -86.017539),  Route carried "under" structure: Interstate 65,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,587 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: CR 100N
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 145.581,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 3583,  Location: 02.67 N SR 44 (Lat: 39.521450,  Lng: -86.024619),  Route carried "under" structure: Interstate 65,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,587 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 SB,  Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 148.398,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 3583,  Location: 02.67 N SR 44 (Lat: 39.521450,  Lng: -86.024619),  Route carried "under" structure: Interstate 65,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,587 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 NB,  Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 148.398,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)