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Bridge Statistics for Laurel, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Laurel, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 50
Total length: 515 meters (1,690ft) Total costs: $8,062,000 Total average daily traffic: 567,880 Total average daily truck traffic: 105,980 National Bridge Inventory (NBI) Registered Bridges for Laurel
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 11000590340916A, Location: 2.2 MI N US 11 (Lat: 31.661856, Lng: -89.159792), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.860, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $130,000, Total Project Cost: $351,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340916B, Location: 2.2 MI N US 11 (Lat: 31.661856, Lng: -89.159792), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.860, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $130,000, Total Project Cost: $351,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340920A, Location: I 59 OVER US 11 (Lat: 31.663925, Lng: -89.159233), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: US 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.357, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $130,000, Total Project Cost: $335,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340920B, Location: I 59 OVER US 11 (Lat: 31.663925, Lng: -89.159233), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 20, Features Intersected: US 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.357, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $130,000, Total Project Cost: $335,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340940A, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684167, Lng: -89.139167), Route carried "on" structure: Interstate 59, Year Built: 2009, Status: Open, Structure Length: 60.33m (197.93ft), Average Daily Traffic: 18,500 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 27,750 (year 2028), Design Load: HS 20, Features Intersected: US 11/AL GREAT SOUTH RR Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 34.900, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340940B, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684167, Lng: -89.139167), Route carried "on" structure: Interstate 59, Year Built: 2009, Status: Open, Structure Length: 60.33m (197.93ft), Average Daily Traffic: 18,500 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 27,750 (year 2028), Design Load: HS 20, Features Intersected: US 11/AL GREAT SOUTH RR Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 34.900, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340947, Location: 0.9 MI N JCT US 84/SR 15 (Lat: 31.684767, Lng: -89.130547), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 58,500 (year 2027), Design Load: HS 20, Features Intersected: 4TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.669, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $130,000, Total Project Cost: $317,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340948, Location: 1.0 MI N JCT US 84/SR 15 (Lat: 31.685258, Lng: -89.128744), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 58,500 (year 2027), Design Load: HS 20, Features Intersected: MASONITE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.845, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $130,000, Total Project Cost: $317,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340951, Location: 1.3 MI N JCT US84/SR15 (Lat: 31.686347, Lng: -89.125156), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 58,500 (year 2027), Design Load: HS 20, Features Intersected: WALTERS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.200, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $130,000, Total Project Cost: $559,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340952, Location: I 59 OVER SR 15 SOUTH (Lat: 31.687161, Lng: -89.123175), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 58,500 (year 2027), Design Load: HS 20, Features Intersected: SR 15 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.405, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,200,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340961, Location: I 59 OVER US 84 EAST (Lat: 31.697325, Lng: -89.117047), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 58,500 (year 2027), Design Load: HS 20, Features Intersected: US 84 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.801, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $200,000, Total Project Cost: $359,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340970A, Location: 1.0 MI N US 84 (Lat: 31.709672, Lng: -89.112578), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 16,500 (year 2027), Design Load: HS 20, Features Intersected: TALLAHALA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $630,000, Roadway Improvement Cost: $130,000, Total Project Cost: $760,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590340970B, Location: 1.0 MI N US 84 (Lat: 31.709672, Lng: -89.112578), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 16,500 (year 2027), Design Load: HS 20, Features Intersected: TALLAHALA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $630,000, Roadway Improvement Cost: $130,000, Total Project Cost: $760,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17000590340940C, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.685556, Lng: -89.136667), Route carried "on" structure: Ramp Interstate 59, Year Built: 2009, Status: Open, Structure Length: 11.10m (36.42ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2028), Design Load: HS 20, Features Intersected: PEDESTRIAN/BICYCLE PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.000, Lanes on structure: 1, Base Highway Network: Yes, 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: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17000590340940D, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.685556, Lng: -89.136389), Route carried "on" structure: Ramp Interstate 59, Year Built: 2009, Status: Open, Structure Length: 14.88m (48.82ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2028), Design Load: HS 20, Features Intersected: MAGNOLIA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17000590340940E, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.683889, Lng: -89.137500), Route carried "on" structure: Ramp Interstate 59, Year Built: 2009, Status: Open, Structure Length: 15.09m (49.51ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2028), Design Load: HS 20, Features Intersected: ROYAL/MAGNOLIA STREETS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.2m (135.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000840341515, Location: 0.3 MI E I 59 (Lat: 31.697325, Lng: -89.112908), Route carried "on" structure: US 84, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,000 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 25,500 (year 2027), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.457, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000840341517, Location: 0.5 MI E I 59 (Lat: 31.697111, Lng: -89.110119), Route carried "on" structure: US 84, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 17,000 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 25,500 (year 2027), Design Load: HS 20, Features Intersected: TALLAHALA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.725, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 10, Underwater Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000150340801, Location: 0.6 MI S I 59 (Lat: 31.681111, Lng: -89.115833), Route carried "on" structure: State highway 15, Year Built: 1983, Status: Open, Structure Length: 20.79m (68.21ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 7,650 (year 2027), Design Load: HS 20, Features Intersected: TALLAHALLA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.970, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.79m (68.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $200,000, Total Project Cost: $277,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000150340804, Location: 0.3 MI S I 59 (Lat: 31.682778, Lng: -89.119444), Route carried "on" structure: State highway 15, Year Built: 1983, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 7,650 (year 2027), Design Load: HS 20, Features Intersected: RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $200,000, Total Project Cost: $240,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000150340826, Location: US84/SR15 OVER I 59 (Lat: 31.684167, Lng: -89.146667), Route carried "on" structure: State highway 15, Year Built: 1960, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,650 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 3,975 (year 2027), Design Load: HS 20, Features Intersected: I 59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.150, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $200,000, Total Project Cost: $353,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31005370340021, Location: 2.1 MI N OF 5TH AVE (Lat: 31.768333, Lng: -89.099167), Route carried "on" structure: State highway 537, Year Built: 1999, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,700 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,050 (year 2027), Design Load: HS 20, Features Intersected: REEDY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 51000590340925, Location: 1.2 MI S JCT US 84/SR 15 (Lat: 31.670833, Lng: -89.174444), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: AIRPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $200,000, Total Project Cost: $258,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51000590340939, Location: 0.2 MI E JCT US 84/SR 15 (Lat: 31.683908, Lng: -89.142753), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Design Load: HS 20, Features Intersected: I 59, Facility Carried by Structure: 13TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3400000000112, Location: SEC 5 T 8N R11W (Lat: 31.695833, Lng: -89.128444), Route carried "on" structure: City street 1049, Year Built: 1940, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 900 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2027), Design Load: HS 15, Features Intersected: GARDINER PARK TRIBUTARY, Facility Carried by Structure: 6TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: SA3400000000113, Location: SEC 5 T 8N R11W (Lat: 31.694806, Lng: -89.119889), Route carried "on" structure: City street 8104, Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2027), Design Load: HS 20, Features Intersected: TRIB OF TALLAHALA CREEK, Facility Carried by Structure: VICTORIA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3400000000114, Location: SEC 6 T 8N R11W (Lat: 31.685833, Lng: -89.131444), Route carried "on" structure: City street 8098, Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 900 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2027), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: JEFFERSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: SA340000000013, Location: SEC 12 T 8N R12W (Lat: 31.667778, Lng: -89.155306), Route carried "on" structure: City street 1139, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,400 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2027), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: WEST DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $10,000, Total Project Cost: $74,000 ( Estimate for 2009), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3400000000131, Location: SEC 12 T 8N R12W (Lat: 31.670861, Lng: -89.152778), Route carried "on" structure: City street 8095, Year Built: 2003, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,700 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2027), Design Load: HS 20, Features Intersected: SANDY CREEK, Facility Carried by Structure: AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3400000000132, Location: SEC 13 T 8N R12W (Lat: 31.661278, Lng: -89.155389), Route carried "on" structure: City street 791, Year Built: 1960, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 420 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2027), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: DONCURT DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $26,000, Total Project Cost: $95,000 ( Estimate for 2009), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3400000000174, Location: SEC 31 T 9N R11W (Lat: 31.701056, Lng: -89.131250), Route carried "on" structure: City street 853, Year Built: 1959, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,600 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 6,900 (year 2027), Design Load: H 15, Features Intersected: GARDINER PARK TRIBUTARY, Facility Carried by Structure: 5TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2009, Other Special Inspection Date: November 2009, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $26,000, Total Project Cost: $95,000 ( Estimate for 2009), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3400000000175, Location: SEC 32 T 9N R11W (Lat: 31.700556, Lng: -89.130556), Route carried "on" structure: City street 8069, Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,900 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,850 (year 2027), Design Load: HS 15, Features Intersected: GARDINER TRIBUTARY, Facility Carried by Structure: 10TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: SA3400000000176, Location: SEC 32 T 9N R11W (Lat: 31.699694, Lng: -89.129694), Route carried "on" structure: City street 1050, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 150 (year 2027), Design Load: HS 20, Features Intersected: GARDINER PARK TRIBUTARY, Facility Carried by Structure: 4TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: SA3400000000225, Location: SEC 5 T 8N R11W (Lat: 31.694333, Lng: -89.123361), Route carried "on" structure: City street 9416, Year Built: 1958, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,300 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,950 (year 2027), Design Load: HS 15, Features Intersected: TRIB.OF TALLAHALA CREEK, Facility Carried by Structure: COOKS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.110, Lanes on structure: 2, Base Highway Network: Yes, 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: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: SA3400000000226, Location: SEC 18 T 9N R11W (Lat: 31.748111, Lng: -89.138694), Route carried "on" structure: City street 8061, Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,800 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,200 (year 2027), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: UNIVERSITY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, 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: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: SA340000000023, Location: SEC 32 T 9N R11W (Lat: 31.700472, Lng: -89.130500), Route carried "on" structure: City street 1850, Year Built: 1972, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 15 (year 2027), Design Load: H 10, Features Intersected: GARDINER PARK TRIBUTARY, Facility Carried by Structure: ALLEY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.822, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Very good, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2009, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000 ( Estimate for 2009), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 11000590340920A, Location: I 59 OVER US 11 (Lat: 31.663925, Lng: -89.159233), Route carried "under" structure: US 11, Year Built: 1960, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 8,100 (year 2007), Truck Traffic: 8%, Features Intersected: US 11, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 29.651, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 11000590340920B, Location: I 59 OVER US 11 (Lat: 31.663925, Lng: -89.159233), Route carried "under" structure: US 11, Year Built: 1960, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 8,100 (year 2007), Truck Traffic: 8%, Features Intersected: US 11, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 29.651, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 11000590340940A, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684167, Lng: -89.139167), Route carried "under" structure: US 11, Year Built: 2009, Structure Length: 60.33m (197.93ft), Average Daily Traffic: 6,000 (year 2008), Truck Traffic: 8%, Features Intersected: US 11/AL GREAT SOUTH RR, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 9.38m (30.77ft), Kilometerpoint: 3.195, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 11000590340940B, Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684167, Lng: -89.139167), Route carried "under" structure: US 11, Year Built: 2009, Structure Length: 60.33m (197.93ft), Average Daily Traffic: 6,000 (year 2008), Truck Traffic: 8%, Features Intersected: US 11/AL GREAT SOUTH RR, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 8.47m (27.79ft), Kilometerpoint: 3.195, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 11000590340952, Location: I 59 OVER SR 15 SOUTH (Lat: 31.687161, Lng: -89.123175), Route carried "under" structure: State highway 15, Year Built: 1959, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 8%, Features Intersected: SR 15, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 34.122, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 11000590340961, Location: I 59 OVER US 84 EAST (Lat: 31.697325, Lng: -89.117047), Route carried "under" structure: US 84, Year Built: 1959, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 8%, Features Intersected: US 84, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 26.057, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 11000590340961, Location: I 59 OVER US 84 EAST (Lat: 31.697325, Lng: -89.117047), Route carried "under" structure: US 84, Year Built: 1959, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 8%, Features Intersected: US 84, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 26.057, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 21000110341048, Location: IN LAUREL (Lat: 31.695189, Lng: -89.125025), Route carried "under" structure: US 11, Year Built: 1935, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,200 (year 2008), Truck Traffic: 8%, Features Intersected: US 11, Facility Carried by Structure: ABANDONED RR Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 34.652, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 31000150340826, Location: US84/SR15 OVER I 59 (Lat: 31.684167, Lng: -89.146667), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 20%, Features Intersected: I 59, Facility Carried by Structure: US84/SR15 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 34.089, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 31000150340826, Location: US84/SR15 OVER I 59 (Lat: 31.684167, Lng: -89.146667), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 20%, Features Intersected: I 59, Facility Carried by Structure: US84/SR15 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 34.089, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 51000590340925, Location: 1.2 MI S JCT US 84/SR 15 (Lat: 31.670833, Lng: -89.174444), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: AIRPORT ROAD Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 3.212, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 51000590340925, Location: 1.2 MI S JCT US 84/SR 15 (Lat: 31.670833, Lng: -89.174444), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: AIRPORT ROAD Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 3.212, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 51000590340939, Location: 0.2 MI E JCT US 84/SR 15 (Lat: 31.683908, Lng: -89.142753), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 19,500 (year 2007), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: 13TH AVE Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 34.444, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 51000590340939, Location: 0.2 MI E JCT US 84/SR 15 (Lat: 31.683908, Lng: -89.142753), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 19,500 (year 2007), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: 13TH AVE Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 34.444, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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