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Bridge Statistics for Eufaula, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 20
Total length: 160 meters (525ft)
Total costs: $78,585,000
Total average daily traffic: 171,600
Total average daily truck traffic: 18,761
National Bridge Inventory (NBI) Registered Bridges for Eufaula
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New bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 11
  • 1970-1979: 4
  • 1980-1989: 0
  • 1990-1999: 3

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 7602,  Location: CITY OF EUFAULA (Lat: 31.865267,  Lng: -85.161883),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 13,245 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,705 (year 2029),  Design Load: HS 20,  Features Intersected: BARBOUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.088,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $3,017,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $4,526,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7603,  Location: CITY OF EUFAULA (Lat: 31.865183,  Lng: -85.161733),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 13,245 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,705 (year 2029),  Design Load: HS 20,  Features Intersected: BARBOUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.088,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $3,017,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $4,526,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7604,  Location: 0.3 MI.S.JCT.82 (Lat: 31.906717,  Lng: -85.149394),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 13,325 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,835 (year 2029),  Design Load: HS 20,  Features Intersected: CHEWALLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.303,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: 11.01m (36.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,475,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $3,713,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7605,  Location: 0.3 MI.S.JCT.US 82 (Lat: 31.906683,  Lng: -85.149258),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 13,325 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,835 (year 2029),  Design Load: HS 20,  Features Intersected: CHEWALLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.303,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: 11.01m (36.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,475,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $3,713,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7606,  Location: 0.1 MI. SOUTH JCT. US 82 (Lat: 31.909283,  Lng: -85.149133),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 13,325 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,835 (year 2029),  Design Load: HS 20,  Features Intersected: C.OF.G.RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.600,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,898,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7607,  Location: 0.1 MI. SOUTH JCT. US 82 (Lat: 31.909217,  Lng: -85.149133),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 13,325 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,835 (year 2029),  Design Load: HS 20,  Features Intersected: C.G.RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.600,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,898,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7641,  Location: EUFAULA-GA ST LINE (Lat: 31.891550,  Lng: -85.135200),  Route carried "on" structure: US 82,  Year Built: 1962,  Status: Open,  Structure Length: 34.50m (113.19ft),  Average Daily Traffic: 12,480 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,450 (year 2029),  Design Load: HS 20,  Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 385.946,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 54.9m (180.1ft),  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: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.50m (113.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Critical Feature Inspection Date: May 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $15,612,000,  Roadway Improvement Cost: $1,561,000,  Total Project Cost: $23,418,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 823,  Location: 0.4 MI. N. JCT. SR 131 (Lat: 31.830167,  Lng: -85.164183),  Route carried "on" structure: US 431,  Year Built: 1964,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 8,630 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,140 (year 2029),  Design Load: HS 20,  Features Intersected: CHENEYHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.046,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.19m (33.43ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,250,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $3,375,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8231,  Location: 0.4 MI. N. JCT. SR 131 (Lat: 31.830200,  Lng: -85.164000),  Route carried "on" structure: US 431,  Year Built: 1964,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 8,630 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,140 (year 2029),  Design Load: HS 20,  Features Intersected: CHENEYHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.046,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.19m (33.43ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,250,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $3,375,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8512,  Location: 0.4 MI. N. JCT. US 82 (Lat: 31.934200,  Lng: -85.137428),  Route carried "on" structure: US 431,  Year Built: 1937,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 11,730 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,220 (year 2029),  Design Load: H 15,  Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.673,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: Fair,  Culverts: Fair,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $1,628,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,442,000 ( Estimate for 2012)
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Structure Number: 8513,  Location: 1.2 MI. N. JCT. U.S.82 (Lat: 31.942533,  Lng: -85.129233),  Route carried "on" structure: US 431,  Year Built: 1937,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 11,730 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,220 (year 2029),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.864,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 81.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.23m (4.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $931,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,396,000 ( Estimate for 2012)
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Structure Number: 9096,  Location: .2 MI W OF US 431 (Lat: 31.807364,  Lng: -85.168372),  Route carried "on" structure: County highway 34,  Year Built: 1967,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 250 (year 2030),  Design Load: HS 15,  Features Intersected: BLACKS BRANCH,  Facility Carried by Structure: LEROY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 83.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $416,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $624,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9548,  Location: .7 MI W OF US 431 (Lat: 31.900489,  Lng: -85.158200),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 800 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,000 (year 2028),  Design Load: HS 15,  Features Intersected: CHEWALLA CREEK,  Facility Carried by Structure: SPRUCE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  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: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $463,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $694,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11282,  Location: 1.4 MI. N. US 431 (Lat: 32.007633,  Lng: -85.093667),  Route carried "on" structure: State highway 165,  Year Built: 1975,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,820 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,620 (year 2029),  Design Load: HS 20,  Features Intersected: WYLAUNEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.258,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.0 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: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Bridge Improvement Cost: $1,057,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,586,000 ( Estimate for 2012)
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Structure Number: 1197,  Location: 2.7 MI.E.BARBOUR 89 (Lat: 31.939233,  Lng: -85.175117),  Route carried "on" structure: US 82,  Year Built: 1978,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 2,870 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,700 (year 2029),  Design Load: HS 20,  Features Intersected: CRAZY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 378.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $839,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,259,000 ( Estimate for 2012)
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Structure Number: 12138,  Location: 0.4 MI. S. JCT. SR 165 (Lat: 31.990367,  Lng: -85.114850),  Route carried "on" structure: State lands road 431,  Year Built: 1979,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 140 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 220 (year 2026),  Design Load: HS 20,  Features Intersected: US 431,  Facility Carried by Structure: LAKEPOINT PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.449,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.31m (30.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $2,600,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $3,900,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16906,  Location: 0.9 MI S JCT SR 165 (Lat: 31.982350,  Lng: -85.114806),  Route carried "on" structure: US 431,  Year Built: 1997,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 5,650 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,260 (year 2029),  Design Load: HS 20,  Features Intersected: COWIKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 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,  Length Of Structure Improvement: 17.57m (57.64ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $5,146,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $7,719,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16911,  Location: 0.9MI S JCT SR 165 (Lat: 31.982439,  Lng: -85.114303),  Route carried "on" structure: US 431,  Year Built: 1998,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 5,650 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,260 (year 2029),  Design Load: HS 20,  Features Intersected: COWIKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.602,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 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,  Length Of Structure Improvement: 13.44m (44.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Underwater Inspection Date: Febuary 11,  Bridge Improvement Cost: $3,936,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $5,904,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16912,  Location: 2.7MI N OF JCT US 82 (Lat: 31.955606,  Lng: -85.121131),  Route carried "on" structure: US 431,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 11,300 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,520 (year 2029),  Design Load: HS 20,  Features Intersected: TONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.261,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $1,746,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,619,000 ( Estimate for 2012)
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Structure Number: 12138,  Location: 0.4 MI. S. JCT. SR 165 (Lat: 31.990367,  Lng: -85.114850),  Route carried "under" structure: US 431,  Year Built: 1979,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,130 (year 2009),  Truck Traffic: 16%,  Features Intersected: US 431,  Facility Carried by Structure: LAKEPOINT PARK RD
Minimum Vertical Clearance: 0.68m (2.23ft),  Kilometerpoint: 119.449,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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