Bridge Statistics for Dalton, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 710061,  Location: APP 8 MI SE OF MOULTRIE (Lat: 31.058078,  Lng: -83.709758),  Route carried "on" structure: County highway 1209,  Year Built: 1956,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2031),  Design Load: H 15,  Features Intersected: HOG CREEK,  Facility Carried by Structure: TALLOKAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: March 2018,  Bridge Improvement Cost: $473,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $709,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 710067,  Location: APP .5 MI N OF ELLENTON (Lat: 31.185719,  Lng: -83.585889),  Route carried "on" structure: County highway 1754,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,680 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,520 (year 2031),  Design Load: H 15,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: ELLENTON-OMEGA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 710092,  Location: APP 8 MI E OF MOULTRIE (Lat: 31.173164,  Lng: -83.657583),  Route carried "on" structure: State highway 37,  Year Built: 1993,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,170 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,755 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2130037,  Location: 5.4 MI S OF SPRING PLACE (Lat: 34.681278,  Lng: -84.839789),  Route carried "on" structure: County highway 297,  Year Built: 1979,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: HOLLY CREEK,  Facility Carried by Structure: FOX BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 24.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,875,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2130038,  Location: MURRAY-WHITFIELD CO LINE (Lat: 34.708658,  Lng: -84.863969),  Route carried "on" structure: County highway 556,  Year Built: 1975,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 2,630 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,945 (year 2032),  Design Load: HS 20,  Features Intersected: CONASAUGA RIVER,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $1,641,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $2,462,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 213502,  Location: 5.1 MI SW OF CHATSWORTH (Lat: 34.736697,  Lng: -84.857619),  Route carried "on" structure: County highway 109,  Year Built: 1980,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,425 (year 2032),  Design Load: HS 15,  Features Intersected: CONASAUGA RIVER,  Facility Carried by Structure: TIBBS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,688,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2135043,  Location: 5.1 MI SW OF CHATSWORTH (Lat: 34.707489,  Lng: -84.824208),  Route carried "on" structure: County highway 109,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,425 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BULLPEN BRANCH,  Facility Carried by Structure: BROWN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: Febuary 2022,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000

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Structure Number: 3130005,  Location: 6.8 MI S OF DALTON (Lat: 34.673539,  Lng: -84.982608),  Route carried "on" structure: US 41,  Year Built: 1949,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 7,780 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,670 (year 2031),  Design Load: H 15,  Features Intersected: SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.39m (34.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $762,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130007,  Location: 5.9 MI S OF DALTON (Lat: 34.687789,  Lng: -84.990219),  Route carried "on" structure: US 41,  Year Built: 1947,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 7,240 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,860 (year 2031),  Design Load: H 15,  Features Intersected: NS RAILROAD (719716U)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.53m (41.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $778,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,166,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130008,  Location: 2.9 MI S OF DALTON (Lat: 34.731250,  Lng: -84.977428),  Route carried "on" structure: County highway 1177,  Year Built: 1927,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 7,970 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,955 (year 2031),  Design Load: H 15,  Features Intersected: DROWNING BEAR CREEK,  Facility Carried by Structure: OLD SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3130009,  Location: 2 MI S OF DALTON (Lat: 34.744708,  Lng: -84.972039),  Route carried "on" structure: County highway 1177,  Year Built: 1927,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 10,300 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,450 (year 2031),  Design Load: H 15,  Features Intersected: TAR CREEK,  Facility Carried by Structure: OLD US 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $246,000

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Structure Number: 313001,  Location: AT SOUTH DALTON CITY LIMT (Lat: 34.751658,  Lng: -84.969319),  Route carried "on" structure: County highway 1177,  Year Built: 1927,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,830 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,745 (year 2031),  Design Load: H 15,  Features Intersected: NORTH FORK TAR CREEK,  Facility Carried by Structure: OLD US 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $205,000

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Structure Number: 3130011,  Location: IN NW DALTON (Lat: 34.794458,  Lng: -84.997828),  Route carried "on" structure: US 41,  Year Built: 1925,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 36,880 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,320 (year 2031),  Design Load: H 15,  Features Intersected: MILL CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $226,000

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Structure Number: 3130012,  Location: 3.7 MI NW OF DALTON (Lat: 34.803228,  Lng: -85.021622),  Route carried "on" structure: US 41,  Year Built: 1955,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 19,900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,850 (year 2031),  Design Load: H 15,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,066,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,598,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130016,  Location: 5.9 MI SW OF DALTON (Lat: 34.689056,  Lng: -84.996967),  Route carried "on" structure: Ramp State highway 3,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,590 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,885 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000

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Structure Number: 3130018,  Location: AT SW DALTON CITY LIMIT (Lat: 34.761028,  Lng: -85.001908),  Route carried "on" structure: State highway 52,  Year Built: 1964,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 25,590 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,385 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: WALNUT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Other Special Inspection Date: August 2020,  Bridge Improvement Cost: $1,492,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $2,238,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3130019,  Location: IN SOUTH DALTON (Lat: 34.761536,  Lng: -84.966819),  Route carried "on" structure: State highway 52,  Year Built: 1975,  Status: Open,  Structure Length: 22.83m (74.90ft),  Average Daily Traffic: 27,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,680 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M1501 HAMILTON ST-NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,321,000,  Roadway Improvement Cost: $532,000,  Total Project Cost: $7,981,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 313002,  Location: 3 MI E OF DALTON (Lat: 34.778042,  Lng: -84.915836),  Route carried "on" structure: State highway 52,  Year Built: 1969,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 22,470 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,705 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,095,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $3,143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3130021,  Location: 4 MI E OF DALTON (Lat: 34.779289,  Lng: -84.896758),  Route carried "on" structure: US 76,  Year Built: 1980,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 30,710 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,065 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COAHULLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,512,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,268,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130022,  Location: 4 MI E OF DALTON (Lat: 34.779539,  Lng: -84.896728),  Route carried "on" structure: US 76,  Year Built: 1969,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 30,710 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,065 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COAHULLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,512,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,268,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3130025,  Location: IN NORTH DALTON (Lat: 34.774139,  Lng: -84.967408),  Route carried "on" structure: City street 1510,  Year Built: 1975,  Status: Open,  Structure Length: 20.82m (68.31ft),  Average Daily Traffic: 17,050 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,575 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M1501- NS RR (719082A),  Facility Carried by Structure: WEST WAUGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,124,000,  Roadway Improvement Cost: $412,000,  Total Project Cost: $6,186,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130026,  Location: IN NORTH DALTON (Lat: 34.794847,  Lng: -84.962158),  Route carried "on" structure: City street 1061,  Year Built: 1975,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 25,620 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,430 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: GLENWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,421,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,131,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130034,  Location: 6.4 MI W OF DALTON (Lat: 34.764489,  Lng: -85.080158),  Route carried "on" structure: State highway 201,  Year Built: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,160 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,740 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: EAST CHICKAMAUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130036,  Location: 6.5 MI NE OF DALTON (Lat: 34.825739,  Lng: -84.872569),  Route carried "on" structure: State highway 286,  Year Built: 1955,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,870 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,805 (year 2031),  Design Load: H 15,  Features Intersected: MOODY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: May 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 3130039,  Location: 7.4 MI S OF DALTON (Lat: 34.665636,  Lng: -84.991875),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 66,210 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,315 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 526.256,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 40.7m (133.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,642,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $2,463,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130041,  Location: 7.3 MI S OF DALTON (Lat: 34.667272,  Lng: -84.993672),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 66,210 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,315 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD (719719P)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 526.256,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,075,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $3,113,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130045,  Location: IN NW DALTON (Lat: 34.796186,  Lng: -85.002311),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 81,110 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 121,665 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 540.740,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.8m (166.7ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 61.0m (200.1ft),  Out-to-Out Width: 63.7m (209.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,263,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $3,394,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130047,  Location: IN NW DALTON (Lat: 34.798319,  Lng: -85.004197),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 81,110 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 121,665 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-1506- CSX RR (340554R)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 540.740,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 44.2m (145.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,872,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $4,308,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 313005,  Location: 1.5 MI NE OF TUNNEL HILL (Lat: 34.860603,  Lng: -85.025506),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 80,100 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 120,150 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 548.786,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 40.7m (133.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,879,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,819,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3130055,  Location: 6.4 MI SOUTH OF DALTON (Lat: 34.680500,  Lng: -84.963778),  Route carried "on" structure: County highway 691,  Year Built: 1981,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 2,670 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,005 (year 2031),  Features Intersected: SWAMP CREEK,  Facility Carried by Structure: OLD DIXIE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $422,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $633,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3130056,  Location: 3.9 MI S OF VARNELL (Lat: 34.838536,  Lng: -84.930719),  Route carried "on" structure: County highway 728,  Year Built: 1971,  Status: Posted for load,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 5,690 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,535 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COAHULLA CREEK,  Facility Carried by Structure: L. BEAVERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,641,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130058,  Location: 3 MI SW OF DALTON (Lat: 34.739758,  Lng: -85.002319),  Route carried "on" structure: City street 1519,  Year Built: 1963,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,140 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: DUG GAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,121,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,682,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130059,  Location: IN SOUTH DALTON (Lat: 34.734458,  Lng: -84.966489),  Route carried "on" structure: City street 1501,  Year Built: 1974,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DROWNING BEAR CREEK,  Facility Carried by Structure: S. HAMILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: May 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 313006,  Location: IN SOUTH DALTON (Lat: 34.734758,  Lng: -84.962597),  Route carried "on" structure: City street 1502,  Year Built: 1989,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 14,080 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,120 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DROWNING BEAR CREEK,  Facility Carried by Structure: ABUTMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000

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Structure Number: 3130061,  Location: 1.7 MI S OF DALTON (Lat: 34.749589,  Lng: -84.960589),  Route carried "on" structure: City street 1502,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 13,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,995 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: TAR CREEK,  Facility Carried by Structure: ABUTMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000

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Structure Number: 3130062,  Location: 3.6 MI SE OF DALTON (Lat: 34.725181,  Lng: -84.937875),  Route carried "on" structure: City street 1503,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 980 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,470 (year 2031),  Features Intersected: DROWNING BEAR CREEK,  Facility Carried by Structure: RIVER BEND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $363,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130063,  Location: IN DALTON (Lat: 34.770728,  Lng: -84.966569),  Route carried "on" structure: City street 1509,  Year Built: 1937,  Status: Posted for load,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 4,610 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,915 (year 2031),  Design Load: H 20,  Features Intersected: NS RAILROAD (719083G),  Facility Carried by Structure: GORDON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.7m (44.9ft),  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: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 22.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $809,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,213,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3130065,  Location: IN WEST DALTON (Lat: 34.778939,  Lng: -84.996678),  Route carried "on" structure: City street 1515,  Year Built: 1960,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,270 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,905 (year 2031),  Features Intersected: MILL CREEK TRIB,  Facility Carried by Structure: TIBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 3130066,  Location: IN WEST DALTON (Lat: 34.782419,  Lng: -85.000619),  Route carried "on" structure: City street 1515,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 5,270 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,905 (year 2031),  Design Load: H 15,  Features Intersected: I-75,  Facility Carried by Structure: TIBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.50m (60.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,547,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,321,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3130067,  Location: 2.7 MI SE OF DALTON (Lat: 34.734839,  Lng: -84.950819),  Route carried "on" structure: City street 1517,  Year Built: 1993,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 6,850 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,275 (year 2031),  Features Intersected: DROWNING BEAR CREEK,  Facility Carried by Structure: ANTIOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: May 2020,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $328,000