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

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Structure Number: 710004,  Location: APP 1.5 MI N OF MOULTRIE (Lat: 31.214300,  Lng: -83.788833),  Route carried "on" structure: State highway 33,  Year Built: 1980,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 8,990 (year 2006),  Average Future Daily Traffic: 13,485 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OKAPILCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.062,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  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: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 710006,  Location: APP 1.5 MI S OF MOULTRIE (Lat: 31.162850,  Lng: -83.761517),  Route carried "on" structure: US 319,  Year Built: 1978,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 19,400 (year 2006),  Average Future Daily Traffic: 29,100 (year 2026),  Design Load: HS 20,  Features Intersected: OKAPILCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 710018,  Location: WEST MOULTRIE (Lat: 31.198333,  Lng: -83.808333),  Route carried "on" structure: State highway 37,  Year Built: 1948,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 12,780 (year 2007),  Average Future Daily Traffic: 19,170 (year 2027),  Design Load: H 15,  Features Intersected: OCHLOCKONEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.14m (46.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2007,  Underwater Inspection Date: September 2007,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $309,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 710019,  Location: EAST MOULTRIE (Lat: 31.178767,  Lng: -83.778767),  Route carried "on" structure: State highway 37,  Year Built: 1943,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 8,860 (year 2006),  Average Future Daily Traffic: 13,290 (year 2026),  Design Load: H 20,  Features Intersected: OKAPILCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.331,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.08m (33.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $390,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 710037,  Location: NORTH MOULTRIE (Lat: 31.218000,  Lng: -83.801333),  Route carried "on" structure: US 33,  Year Built: 1956,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 8,600 (year 2006),  Average Future Daily Traffic: 12,900 (year 2026),  Design Load: H 15,  Features Intersected: OKAPILCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.887,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 71008,  Location: SE MOULTRIE (Lat: 31.174117,  Lng: -83.772350),  Route carried "on" structure: City street 3406,  Year Built: 1982,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 8,400 (year 2006),  Average Future Daily Traffic: 12,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OKAPILCO CREEK,  Facility Carried by Structure: SE 5TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 71009,  Location: APP 1.5 MI S MOULTRIE (Lat: 31.163050,  Lng: -83.761717),  Route carried "on" structure: US 319,  Year Built: 1992,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 19,400 (year 2006),  Average Future Daily Traffic: 29,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OKAPILCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.660,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 710093,  Location: NORTH MOULTRIE (Lat: 31.189867,  Lng: -83.787500),  Route carried "on" structure: Business US 319,  Year Built: 1994,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 4,890 (year 2006),  Average Future Daily Traffic: 7,335 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.748,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 715184,  Location: CITY OF MOULTRIE SW (Lat: 31.165003,  Lng: -83.815433),  Route carried "on" structure: City street 835,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 850 (year 2006),  Average Future Daily Traffic: 1,275 (year 2026),  Features Intersected: OCHLOCKONEE RIVER TRIB,  Facility Carried by Structure: SW 13TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 40.90m (134.19ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 715216,  Location: EAST MOULTRIE (Lat: 31.187333,  Lng: -83.773867),  Route carried "on" structure: City street 1079,  Year Built: 2003,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 6,100 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,150 (year 2021),  Design Load: HS 20,  Features Intersected: OKAPILCO CREEK,  Facility Carried by Structure: ADEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.395,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.9 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete