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Bridge Statistics for Prichard, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Prichard, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 77 Total length: 1,041 meters (3,415ft) Total costs: $177,720,000 Total average daily traffic: 931,963 Total average daily truck traffic: 84,027 National Bridge Inventory (NBI) Registered Bridges for Prichard
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2751, Location: 0.4 MI N US 45 (Lat: 30.716667, Lng: -88.066667), Route carried "on" structure: City street , Year Built: 1943, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,007 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 14,619 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: CRAFT HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.0 metric tons, Inventory Rating: 6.3 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2941, Location: 0.8 MI W WASSON AVE (Lat: 30.750000, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1946, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 10,118 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 15,299 (year 2023), Design Load: H 15, Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: WHISTLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, 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: 7.31m (23.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,271,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3206, Location: 0.3 MI W US 45 (Lat: 30.750000, Lng: -88.116667), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,573 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 8,142 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: WOLF RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3217, Location: 0.6 MI N TURNER RD (Lat: 30.750000, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,092 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 14,743 (year 2023), Design Load: H 15, Features Intersected: GUM TREE BRANCH, Facility Carried by Structure: WASSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2007, Underwater Inspection Date: September 2005, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7204, Location: 0.7 MI N I-65 (Lat: 30.741667, Lng: -88.124167), Route carried "on" structure: US 45, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 24,510 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,804 (year 2027), Design Load: H 15, Features Intersected: PETERSON BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.105, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), 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: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: October 2006, Bridge Improvement Cost: $2,192,000, Roadway Improvement Cost: $219,000, Total Project Cost: $3,288,000 ( Estimate for 2008) Find on map >>
Structure Number: 7205, Location: 0.7 MI N SR 213 (Lat: 30.789444, Lng: -88.156944), Route carried "on" structure: US 45, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,790 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 5,795 (year 2027), Design Load: H 15, Features Intersected: MYERS STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.179, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $431,000 ( Estimate for 2008) Find on map >>
Structure Number: 7206, Location: 1 MI N SR 213 (Lat: 30.767222, Lng: -88.150833), Route carried "on" structure: US 45, Year Built: 1931, Year Reconstructed: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,790 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 5,795 (year 2027), Design Load: H 15, Features Intersected: CRYSTAL SPRINGS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.666, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000 ( Estimate for 2008) Find on map >>
Structure Number: 7674, Location: JCT I-65 & US 45 (Lat: 30.733333, Lng: -88.100000), Route carried "on" structure: US 45, Year Built: 1962, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 9,550 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,607 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.07m (33.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,718,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7675, Location: JCT I-65 & US 45 (Lat: 30.733333, Lng: -88.100000), Route carried "on" structure: US 45, Year Built: 1962, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 9,550 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,607 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.07m (33.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,718,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7711, Location: 0.3 MI W TELEGRAPH RD (Lat: 30.750000, Lng: -88.066667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 229 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 334 (year 2023), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E PETAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $214,000 ( Estimate for 2008) Find on map >>
Structure Number: 8579, Location: 1.3 MI N SR 17 (Lat: 30.777222, Lng: -88.103611), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 65,900 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 68,206 (year 2027), Design Load: HS 20, Features Intersected: GUM TREE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.632, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,499,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,249,000 ( Estimate for 2008) Find on map >>
Structure Number: 867, Location: 0.8 MI E US45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,477 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 12,383 (year 2023), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: PRICHARD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $282,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8781, Location: 0.3 MI W WASSON AVE (Lat: 30.750000, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 493 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 721 (year 2023), Features Intersected: PETERSON BRANCH, Facility Carried by Structure: WARREN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $22,000, Total Project Cost: $331,000 ( Estimate for 2008) Find on map >>
Structure Number: 9444, Location: 0.50 MI E US 45 (Lat: 30.816389, Lng: -88.146389), Route carried "on" structure: State highway 158, Year Built: 1967, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 12,300 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 12,988 (year 2027), Design Load: HS 20, Features Intersected: CHICKASAW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 17.25m (56.59ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2007, Underwater Inspection Date: November 2006, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $2,295,000, Roadway Improvement Cost: $230,000, Total Project Cost: $3,443,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9445, Location: 1.7 MI E US 45 (Lat: 30.823056, Lng: -88.135833), Route carried "on" structure: State highway 158, Year Built: 1967, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 14,240 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 14,880 (year 2027), Design Load: HS 20, Features Intersected: COLLEGE PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.511, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $799,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,199,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9707, Location: 400' E CRAFT HWY (Lat: 30.750000, Lng: -88.066667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 473 (year 2023), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: HAIG ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 10963, Location: 0.17 MI N E WHISTLER ST (Lat: 30.750000, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 10,875 (year 2022), Design Load: H 15, Features Intersected: GUM TREE BRANCH, Facility Carried by Structure: TURNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $453,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11196, Location: 0.1 MI E GARRISON AVE (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 791 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,156 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: COLLEGE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11204, Location: 0.2 MI E US 45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,181 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 4,647 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: W CLARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11207, Location: 0.3 MI E US 45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 853 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,246 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: GARRISON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11214, Location: 0.2 MI E US 45 (Lat: 30.733333, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 401 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 467 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: THOMAS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, 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 minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11227, Location: 0.2 MI S MAGEE ST (Lat: 30.733333, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 819 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,196 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: ROSEDALE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11229, Location: 0.3 MI E US 45 (Lat: 30.733333, Lng: -88.100000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: FIRST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11231, Location: 0.3 MI E US 45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 401 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 563 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: GRANT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11234, Location: 0.1 MI S MAGEE ST (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 188 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: NEELEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1124, Location: 0.1 MI S MAGEE ST (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 266 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 389 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: STRAUSS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, 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: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000 ( Estimate for 2008) Find on map >>
Structure Number: 11245, Location: 0.2 MI E US 45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 582 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 850 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: CHASTANG AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1143, Location: 0.3 MI N US 45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,997 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 2,918 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: RICH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $189,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11445, Location: 0.17 MI N US 45 (Lat: 30.716667, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,899 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 5,798 (year 2023), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: W SWEENEY'S LN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12142, Location: 0.1 MI E US 45 (Lat: 30.733333, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,092 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 13,282 (year 2023), Design Load: HS 20, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: PRICHARD AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $271,000 ( Estimate for 2008) Find on map >>
Structure Number: 12194, Location: 3000' S PRICHARD AVE (Lat: 30.716667, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,439 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 15,250 (year 2023), Design Load: HS 20, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: WILSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $60,000, Total Project Cost: $893,000 ( Estimate for 2008) Find on map >>
Structure Number: 15502, Location: 0.6 MI N US 45 (Lat: 30.758056, Lng: -88.127500), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 70,400 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 73,075 (year 2027), Design Load: HS 20, Features Intersected: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.445, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.6m (143.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 43.6m (143.0ft), Out-to-Out Width: 45.3m (148.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Length Of Structure Improvement: 6.17m (20.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $3,641,000, Roadway Improvement Cost: $364,000, Total Project Cost: $5,461,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15503, Location: 0.7 MI N US 45 (Lat: 30.743889, Lng: -88.098333), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 70,400 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 73,075 (year 2027), Design Load: HS 20, Features Intersected: ILLINOIS CENTRAL GULF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.721, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 49.2m (161.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $5,126,000, Roadway Improvement Cost: $513,000, Total Project Cost: $7,689,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15504, Location: 0.9 MI N US 45 (Lat: 30.753056, Lng: -88.107222), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 32,950 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 34,103 (year 2027), Design Load: HS 20, Features Intersected: TURNER RD & WHISTLER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.041, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $2,926,000, Roadway Improvement Cost: $293,000, Total Project Cost: $4,389,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15575, Location: I-165 @ BAY BRIDGE RD (Lat: 30.718611, Lng: -88.076111), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 25.18m (82.61ft), Average Daily Traffic: 2,806 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,220 (year 2027), Design Load: HS 20, Features Intersected: BAY BRIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.183, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 25.17m (82.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $4,096,000, Roadway Improvement Cost: $410,000, Total Project Cost: $6,144,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15576, Location: I-165 @ BAY BRIDGE RD (Lat: 30.717222, Lng: -88.086944), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 22.77m (74.70ft), Average Daily Traffic: 2,806 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,220 (year 2027), Design Load: HS 20, Features Intersected: BAY BRIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.379, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.76m (74.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $3,704,000, Roadway Improvement Cost: $370,000, Total Project Cost: $5,556,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15577, Location: I-165 @ BAY BRIDGE RD (Lat: 30.730833, Lng: -88.067778), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 2,806 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,220 (year 2027), Design Load: HS 20, Features Intersected: BAY BRIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.536, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.41m (50.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,707,000, Roadway Improvement Cost: $171,000, Total Project Cost: $2,561,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15578, Location: I165 @ BAY BRIDGE RD (Lat: 30.727222, Lng: -88.088889), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 2,806 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,220 (year 2027), Design Load: HS 20, Features Intersected: BAY BRIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.664, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 10.83m (35.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,800,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15579, Location: I165 @ WILSON AVENUE (Lat: 30.739444, Lng: -88.096111), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,806 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,220 (year 2027), Design Load: HS 20, Features Intersected: WILSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.643, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.13m (33.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,665,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1558, Location: I165 @ WILSON AVE (Lat: 30.757222, Lng: -88.096111), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 16.03m (52.59ft), Average Daily Traffic: 2,806 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,220 (year 2027), Design Load: HS 20, Features Intersected: WILSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.721, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 49.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.78m (55.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,838,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,757,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15581, Location: I165 @ PRICE AVE (Lat: 30.751667, Lng: -88.092500), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 30.11m (98.79ft), Average Daily Traffic: 3,311 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,220 (year 2027), Design Load: HS 20, Features Intersected: PRICE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.717, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.11m (98.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $3,299,000, Roadway Improvement Cost: $330,000, Total Project Cost: $4,949,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15582, Location: I165 @ PRICE AVENUE (Lat: 30.735556, Lng: -88.092222), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 14.45m (47.41ft), Average Daily Traffic: 3,311 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,220 (year 2027), Design Load: HS 20, Features Intersected: PRICE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.22m (49.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,668,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,502,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15583, Location: I165 @ WHISTLER ST (Lat: 30.754722, Lng: -88.098333), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 3,311 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,220 (year 2027), Design Load: HS 20, Features Intersected: WHISTLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.59m (41.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,380,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,070,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15584, Location: I-165 @ WHISTLER ST (Lat: 30.739167, Lng: -88.086111), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 3,311 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,220 (year 2027), Design Load: HS 20, Features Intersected: WHISTLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.453, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.07m (65.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $2,199,000, Roadway Improvement Cost: $220,000, Total Project Cost: $3,299,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15585, Location: I-165 & I-65 INTERCHANGE (Lat: 30.761944, Lng: -88.109167), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,311 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,220 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,424,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15586, Location: I-165 & I-65 INTERCHANGE (Lat: 30.772500, Lng: -88.100000), Route carried "on" structure: Ramp Interstate 165, Year Built: 1993, Status: Open, Structure Length: 69.19m (227.00ft), Average Daily Traffic: 3,311 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,220 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 24, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 69.18m (226.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $11,726,000, Roadway Improvement Cost: $1,173,000, Total Project Cost: $17,589,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Alabama forum Back to: Prichard, AL, Alabama, All US cities.
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