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

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Structure Number: 923,  Location: OLD US 31 & BLACK CREEK (Lat: 33.583333,  Lng: -86.816667),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 10.46m (34.32ft),  Average Daily Traffic: 1,250 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2026),  Design Load: H 15,  Features Intersected: RAILROAD & BLACK CK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.37m (37.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,034,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,551,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1351,  Location: .75 MILE N. OF FULTONDALE (Lat: 33.616667,  Lng: -86.783333),  Route carried "on" structure: City street 223,  Year Built: 1935,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,400 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,960 (year 2026),  Features Intersected: BLACK CREEK TRIBUTARY,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 18.0 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Other Special Inspection Date: August 2006,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $154,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1101,  Location: FULTONDALE (Lat: 33.616667,  Lng: -86.800000),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,886 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2026),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: STOUTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $411,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11596,  Location: US 31 & 5 MILE CK (Lat: 33.583333,  Lng: -86.800000),  Route carried "on" structure: US 31,  Year Built: 1976,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 19,900 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,198 (year 2027),  Design Load: HS 20,  Features Intersected: 5 MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 450.941,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.91m (25.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,185,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $4,778,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12921,  Location: .5 MI. NO. WALKERS CHAPEL (Lat: 33.600833,  Lng: -86.822778),  Route carried "on" structure: Interstate 65,  Year Built: 1983,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 31,515 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,681 (year 2027),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 430.454,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.72m (22.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,567,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,351,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12922,  Location: .5 MI. NO. WALKERS CHAPEL (Lat: 33.605000,  Lng: -86.815833),  Route carried "on" structure: Interstate 65,  Year Built: 1983,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 31,515 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,681 (year 2027),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 430.454,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.72m (22.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,567,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,351,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13176,  Location: I65 & WALKER CHAPEL RD (Lat: 33.608333,  Lng: -86.822500),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 5,500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,500 (year 2025),  Design Load: HS 20,  Features Intersected: I65,  Facility Carried by Structure: WALKER CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $4,517,000,  Roadway Improvement Cost: $452,000,  Total Project Cost: $6,776,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13177,  Location: .3 MI. NO.WALKERS CHAPEL (Lat: 33.604167,  Lng: -86.821389),  Route carried "on" structure: Interstate 65,  Year Built: 1984,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 63,030 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 65,362 (year 2027),  Design Load: HS 20,  Features Intersected: BLACK CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 430.376,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.12m (6.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $5,417,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $8,126,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13178,  Location: I65 & RIDGE BROOK ROAD (Lat: 33.641944,  Lng: -86.828333),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 700 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2022),  Design Load: HS 20,  Features Intersected: I 65,  Facility Carried by Structure: RIDGE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.40m (37.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,629,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,444,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16691,  Location: 100' S YARBROUGH RD (Lat: 33.616667,  Lng: -86.783333),  Route carried "on" structure: County highway 224,  Year Built: 1979,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 17,500 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 24,500 (year 2027),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: CARSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $413,000 ( Estimate for 2008)

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Structure Number: 16692,  Location: 0.5MI N US HWY 31 (Lat: 33.616667,  Lng: -86.783333),  Route carried "on" structure: County highway 224,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,500 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 24,500 (year 2027),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: CARSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $450,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16694,  Location: 1.0MI NE PINEHILL RD (Lat: 33.633333,  Lng: -86.750000),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 6,800 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,500 (year 2027),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: CARSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.23m (4.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $732,000 ( Estimate for 2008)

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Structure Number: 13176,  Location: I 65 & WALKER CHAPEL RD (Lat: 33.608333,  Lng: -86.822500),  Route carried "under" structure: Interstate 65,  Year Built: 1984,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 65,160 (year 2007),  Truck Traffic: 18%,  Features Intersected: I-65,  Facility Carried by Structure: WALKER CHAPEL RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 429.804,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 13178,  Location: I65 & RIDGE BROOK ROAD (Lat: 33.641944,  Lng: -86.828333),  Route carried "under" structure: Interstate 65,  Year Built: 1984,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 63,030 (year 2007),  Truck Traffic: 19%,  Features Intersected: I-65,  Facility Carried by Structure: RIDGE BROOK ROAD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 432.059,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)