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Bridge Statistics for Enterprise, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Enterprise, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 23 meters (75ft) Total costs: $10,350,000 Total average daily traffic: 79,095 Total average daily truck traffic: 4,355 National Bridge Inventory (NBI) Registered Bridges for Enterprise
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 61, Location: 1.5 MI. E. SR-134 (Lat: 31.283333, Lng: -85.816667), Route carried "on" structure: State highway 167, Year Built: 1929, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 5,600 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,650 (year 2027), Design Load: H 15, Features Intersected: COWPEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), 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: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: January 2007, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $444,000 ( Estimate for 2008) Find on map >>
Structure Number: 3345, Location: 0.699 MI INSIDE CR. (Lat: 31.316667, Lng: -85.866667), Route carried "on" structure: State highway 134, Year Built: 1948, Year Reconstructed: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,660 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,852 (year 2027), Design Load: H 15, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 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, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $611,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5183, Location: 2 MILE S.W.OF ENTERPRISE (Lat: 31.300000, Lng: -85.883333), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,155 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 1,610 (year 2027), Design Load: H 15, Features Intersected: BLANKET CREEK, Facility Carried by Structure: CO. RT. 606 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Satisfactory, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2008) Find on map >>
Structure Number: 9488, Location: 2 MI. NORTH U.S. 84 (Lat: 31.350000, Lng: -85.816667), Route carried "on" structure: State highway 27, Year Built: 1928, Year Reconstructed: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,410 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,581 (year 2027), Design Load: H 15, Features Intersected: STRIPLING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.872, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $579,000 ( Estimate for 2008) Find on map >>
Structure Number: 9489, Location: 2 MI. NORTH U.S. 84 (Lat: 31.350000, Lng: -85.816667), Route carried "on" structure: State highway 27, Year Built: 1929, Year Reconstructed: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,410 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,581 (year 2027), Design Load: H 15, Features Intersected: STRIPLING CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.848, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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 2006, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $494,000 ( Estimate for 2008) Find on map >>
Structure Number: 10269, Location: ENTERPRISE (Lat: 31.333333, Lng: -85.850000), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,160 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,620 (year 2027), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: NORTHSIDE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $339,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11593, Location: ENTERPRISE (Lat: 31.300000, Lng: -85.850000), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,630 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,060 (year 2027), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: DOSTER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.539, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $436,000 ( Estimate for 2008) Find on map >>
Structure Number: 12892, Location: 0.1 MI.E. SR 27 (Lat: 31.316667, Lng: -85.833333), Route carried "on" structure: US 84, Year Built: 1960, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,740 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 27,408 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 290.499, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, 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: March 2008, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,008,000 ( Estimate for 2008) Find on map >>
Structure Number: 14283, Location: 0.3 MI. W.SR-167SOUTH (Lat: 31.283333, Lng: -85.833333), Route carried "on" structure: State highway 192, Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,460 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 15,580 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, 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: 3.0m (9.8ft) Condition: Channel: Satisfactory, 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,406,000, Roadway Improvement Cost: $141,000, Total Project Cost: $2,109,000 ( Estimate for 2008) Find on map >>
Structure Number: 14284, Location: 0.5 MI. W. US-84 (Lat: 31.316667, Lng: -85.866667), Route carried "on" structure: State highway 192, Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,190 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 6,870 (year 2026), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.917, 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: 3.0m (9.8ft) 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,395,000 ( Estimate for 2008) Find on map >>
Structure Number: 15131, Location: ENTERPRISE (Lat: 31.316667, Lng: -85.816667), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,210 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,720 (year 2027), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: DIXIE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.620, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $26,000, Total Project Cost: $387,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 15925, Location: 1.18 MI.W.OF SR.27 (Lat: 31.283333, Lng: -85.883333), Route carried "on" structure: State highway 192, Year Built: 1994, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,660 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,420 (year 2027), Design Load: HS 20, Features Intersected: BLANKET CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.052, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), 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: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,576,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18963, Location: ENTERPRISE .26 FROM AL192 (Lat: 31.300000, Lng: -85.883333), Route carried "on" structure: Business City street , Year Built: 2002, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 180 (year 2007), Average Future Daily Traffic: 260 (year 2027), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TARTAN WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $780,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 643, Location: JCT. SR 88 (Lat: 31.300000, Lng: -85.850000), Route carried "under" structure: State highway 27, Year Built: 1929, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 6%, Features Intersected: S. R. 27, Facility Carried by Structure: WIREGRASS C. R.R. Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 4.402, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 688, Location: CITY OF ENTERPRISE (Lat: 31.316667, Lng: -85.850000), Route carried "under" structure: State highway 134, Year Built: 1929, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 4,130 (year 2007), Truck Traffic: 4%, Features Intersected: S. R. 134, Facility Carried by Structure: WIREGRASS C. R.R. Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 4.131, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft) Discuss this city on our hugely popular Alabama forum Back to: Enterprise, AL, Alabama, All US cities.
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