Bridge Statistics for Dayton, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 720A0980001,  Location: 1 MI N OF DAYTON (Lat: 35.527300,  Lng: -84.988683),  Route carried "on" structure: City street 5416,  Year Built: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,150 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,040 (year 2028),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720A1110001,  Location: .1 MI EAST OF US 27 (Lat: 35.482183,  Lng: -85.021900),  Route carried "on" structure: City street 111,  Year Built: 1955,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,280 (year 2008),  Average Future Daily Traffic: 3,648 (year 2028),  Design Load: H 15,  Features Intersected: BROYLES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: September 2006

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Structure Number: 720A1390001,  Location: 0.8 MI W OF SR29 (Lat: 35.503233,  Lng: -85.006000),  Route carried "on" structure: City street 670,  Year Built: 1977,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,080 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,328 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 18.9m (62.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720A1430001,  Location: 1.1 NW OF SR29 (Lat: 35.517533,  Lng: -85.000017),  Route carried "on" structure: City street 4199,  Year Built: 1969,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 5,250 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,400 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Inventory Rating: 24.3 metric tons,  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: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $473,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 720A4980001,  Location: 3 MI NW OF SR29 (Lat: 35.475767,  Lng: -85.031917),  Route carried "on" structure: City street 498,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 140 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 224 (year 2028),  Design Load: HS 20,  Features Intersected: BROYLES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 720A5490001,  Location: 0.30 MI W OF SR29 (Lat: 35.507650,  Lng: -85.001133),  Route carried "on" structure: City street 4078,  Year Built: 2003,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 1,350 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,160 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720A6250001,  Location: .5MI FROM SR29 IN DAYTON (Lat: 35.479500,  Lng: -85.023267),  Route carried "on" structure: City street 18,  Year Built: 1984,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,210 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,936 (year 2028),  Design Load: HS 20,  Features Intersected: BROYLE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0290001,  Location: IN DAYTON CITY LIMITS (Lat: 35.473333,  Lng: -85.031667),  Route carried "on" structure: US 27,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,270 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,120 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $170,000 ( Estimate for 2008)

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Structure Number: 72SR0290003,  Location: IN DAYTON CITY LIMITS (Lat: 35.486667,  Lng: -85.015000),  Route carried "on" structure: US 27,  Year Built: 1960,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 22,640 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,272 (year 2028),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.980,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.0 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $407,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $611,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0290004,  Location: IN DAYTON CITY LIMITS (Lat: 35.486667,  Lng: -85.015000),  Route carried "on" structure: US 27,  Year Built: 1960,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 22,640 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,272 (year 2028),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.980,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $407,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $611,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0290005,  Location: IN DAYTON CITY LIMITS (Lat: 35.488333,  Lng: -85.011667),  Route carried "on" structure: US 27,  Year Built: 2007,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 22,640 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,224 (year 2028),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK OVERFLOW,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 72SR0290006,  Location: IN DAYTON CITY LIMITS (Lat: 35.488333,  Lng: -85.011667),  Route carried "on" structure: US 27,  Year Built: 2007,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 22,640 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,224 (year 2028),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK OVERFLOW,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.4m (145.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 72SR0290027,  Location: IN DAYTON CITY LIMITS (Lat: 35.493333,  Lng: -85.008333),  Route carried "on" structure: US 27,  Year Built: 1960,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 16,090 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,568 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE RICHLAND CREEK,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $304,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0290028,  Location: IN DAYTON CITY LIMITS (Lat: 35.493333,  Lng: -85.008333),  Route carried "on" structure: US 27,  Year Built: 1960,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 16,090 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,568 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE RICHLAND CREEK,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $304,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0292003,  Location: IN DAYTON CITY LIMITS (Lat: 35.498333,  Lng: -85.008333),  Route carried "on" structure: State highway 378,  Year Built: 1933,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 5,960 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,728 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.6 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: 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: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $681,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,022,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0292005,  Location: IN DAYTON CITY LIMITS (Lat: 35.490000,  Lng: -85.016667),  Route carried "on" structure: State highway 378,  Year Built: 1974,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,350 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,392 (year 2028),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0300009,  Location: IN DAYTON CITY LIMITS (Lat: 35.490000,  Lng: -85.006667),  Route carried "on" structure: State highway 30,  Year Built: 1940,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 6,240 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,552 (year 2028),  Design Load: H 15,  Features Intersected: LITTLE RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.886,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72SR0600003,  Location: IN DAYTON CITY LIMITS (Lat: 35.483333,  Lng: -85.018333),  Route carried "on" structure: State highway 5383,  Year Built: 1960,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 4,290 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,864 (year 2028),  Design Load: HS 20,  Features Intersected: BROYLES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: 72SR0600005,  Location: IN DAYTON CITY LIMITS (Lat: 35.483333,  Lng: -85.018333),  Route carried "on" structure: State highway 60,  Year Built: 2000,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 5,440 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,704 (year 2028),  Design Load: HS 20,  Features Intersected: BROYLES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.578,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $538,000 ( Estimate for 2008)

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Structure Number: 72SR0300007,  Location: IN DAYTON CITY LIMITS (Lat: 35.496667,  Lng: -85.013333),  Route carried "under" structure: State highway 30,  Year Built: 1956,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 6,910 (year 2007),  Truck Traffic: 6%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 841936V
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 13.792,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)