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Bridge Statistics for Picayune, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Picayune, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 108 meters (354ft) Total costs: $2,570,000 Total average daily traffic: 275,700 Total average daily truck traffic: 30,947 National Bridge Inventory (NBI) Registered Bridges for Picayune
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 11000590550044A, Location: I 59 OVER SR 43 (Lat: 30.516972, Lng: -89.663425), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 26,250 (year 2026), Design Load: HS 20, Features Intersected: SR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $130,000, Total Project Cost: $400,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590550044B, Location: I 59 OVER SR 43 (Lat: 30.516972, Lng: -89.663425), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 26,250 (year 2026), Design Load: HS 20, Features Intersected: SR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $130,000, Total Project Cost: $400,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590550049A, Location: I 59 OVER OLD SR 43 (Lat: 30.523400, Lng: -89.660211), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 26,250 (year 2026), Design Load: HS 20, Features Intersected: CANAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.665, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $200,000, Total Project Cost: $268,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590550049B, Location: I 59 OVER OLD SR 43 (Lat: 30.523400, Lng: -89.660211), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 26,250 (year 2026), Design Load: HS 20, Features Intersected: CANAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.665, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $200,000, Total Project Cost: $268,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590550052A, Location: 0.4 MI N SR 43 SOUTH (Lat: 30.527978, Lng: -89.657767), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 26,250 (year 2026), Design Load: HS 20+Mod, Features Intersected: HOBOLACHITTO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $130,000, Total Project Cost: $293,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590550052B, Location: 0.4 MI N SR 43 SOUTH (Lat: 30.527978, Lng: -89.657767), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 26,250 (year 2026), Design Load: HS 20+Mod, Features Intersected: HOBOLACHITTO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $130,000, Total Project Cost: $293,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000110550014, Location: 4.4 MI S SR 43 NORTH (Lat: 30.485800, Lng: -89.690419), Route carried "on" structure: US 11, Year Built: 1924, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 9,450 (year 2025), Design Load: H 15, Features Intersected: ALLIGATOR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $250,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000430550232, Location: SR 43 OVER I 59 (Lat: 30.517292, Lng: -89.663019), Route carried "on" structure: State highway 43, Year Built: 1963, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 17,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 25,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: I 59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.619, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.66m (28.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $130,000, Total Project Cost: $398,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000430550249, Location: 0.5 MI W US 11 (Lat: 30.547642, Lng: -89.674669), Route carried "on" structure: State highway 43, Year Built: 1972, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 8,600 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 12,900 (year 2025), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.198, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA5500000000149, Location: SEC 21 T 6S R17W (Lat: 30.509722, Lng: -89.705278), Route carried "on" structure: County highway 7156, Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: JACKSON LANDING RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Excellent, Culverts: Excellent, 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: Febuary 2008 Find on map >>
Structure Number: 11000590550011, Location: 1.0 MI N PEARL RIVER (Lat: 30.473383, Lng: -89.684050), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 13,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 59, Facility Carried by Structure: NORFOLK S RR Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.587, Lanes under structure: 4, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 11000590550011, Location: 1.0 MI N PEARL RIVER (Lat: 30.473383, Lng: -89.684050), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 13,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 59, Facility Carried by Structure: NORFOLK S RR Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 1.587, Lanes under structure: 4, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 11000590550044A, Location: I 59 OVER SR 43 (Lat: 30.516972, Lng: -89.663425), Route carried "under" structure: State highway 43, Year Built: 1963, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR 43, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 11.658, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 11000590550044A, Location: I 59 OVER SR 43 (Lat: 30.516972, Lng: -89.663425), Route carried "under" structure: State highway 43, Year Built: 1963, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR 43, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 11.658, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 11000590550044B, Location: I 59 OVER SR 43 (Lat: 30.516972, Lng: -89.663425), Route carried "under" structure: State highway 43, Year Built: 1963, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR 43, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 11.652, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 11000590550044B, Location: I 59 OVER SR 43 (Lat: 30.516972, Lng: -89.663425), Route carried "under" structure: State highway 43, Year Built: 1963, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR 43, Facility Carried by Structure: I 59 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 11.652, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 31000430550232, Location: SR 43 OVER I 59 (Lat: 30.517292, Lng: -89.663019), Route carried "under" structure: Interstate 59, Year Built: 1963, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 17,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SR 43 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.017, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 31000430550232, Location: SR 43 OVER I 59 (Lat: 30.517292, Lng: -89.663019), Route carried "under" structure: Interstate 59, Year Built: 1963, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 17,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SR 43 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 10.017, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft) Discuss this city on our hugely popular Mississippi forum Back to: Picayune, MS, Mississippi, All US cities.
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