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Bridge Statistics for McComb, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: McComb, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 36 Total length: 179 meters (587ft) Total costs: $7,224,000 Total average daily traffic: 191,725 Total average daily truck traffic: 15,447 National Bridge Inventory (NBI) Registered Bridges for McComb
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 11000550570180A, Location: I 55 OVER SR 570 (Lat: 31.259447, Lng: -90.479094), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR 570 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.197, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $200,000, Total Project Cost: $381,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000550570180B, Location: I 55 OVER SR 570 (Lat: 31.259447, Lng: -90.479094), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR 570 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.197, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $200,000, Total Project Cost: $381,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000510570185, Location: 1.3 MI S SR 570 WEST (Lat: 31.249167, Lng: -90.465556), Route carried "on" structure: US 51, Year Built: 2002, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 9,600 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 14,400 (year 2025), Design Load: HS 20, Features Intersected: UNNAMED CREEK Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 29.470, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.0 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006 Find on map >>
Structure Number: 21000980570783, Location: 0.3 MI E US 51 (Lat: 31.230569, Lng: -90.449911), Route carried "on" structure: US 98, Year Built: 1940, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 6,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 9,750 (year 2026), Design Load: H 15, Features Intersected: CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.170, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $130,000, Total Project Cost: $946,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000980570785, Location: 0.5 MI E US 51 (Lat: 31.231694, Lng: -90.446519), Route carried "on" structure: US 98, Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 13,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 19,500 (year 2025), Design Load: H 15, Features Intersected: UNNAMED STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.460, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: June 2007, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $200,000, Total Project Cost: $261,000 ( Estimate for 2000) Find on map >>
Structure Number: 31009080570002, Location: 0.2 MI E US 51 (Lat: 31.287778, Lng: -90.467222), Route carried "on" structure: State highway 908, Year Built: 1999, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 4,350 (year 2025), Design Load: HS 20, Features Intersected: CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 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 desirable 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: 41000550570165, Location: 1.1 MI N US 98/SR 24 (Lat: 31.237600, Lng: -90.481264), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2025), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: PARK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51000550570172, Location: 1.8 MI N US 98/SR 24 (Lat: 31.247661, Lng: -90.480439), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 11,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 16,500 (year 2025), Design Load: HS 20, Features Intersected: I 55, Facility Carried by Structure: DELAWARE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $100,000, Total Project Cost: $300,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5100055057019, Location: 1.0 MI N SR 570 (Lat: 31.273611, Lng: -90.478889), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2025), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: ENTERPRISE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.407, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51000550570197, Location: 1.7 MI N SR 570 (Lat: 31.283889, Lng: -90.478611), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2025), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: ROBB STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.004, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA5700000000092, Location: SEC 1 T 3N R 7E (Lat: 31.248767, Lng: -90.459617), Route carried "on" structure: City street 452, Year Built: 1945, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 350 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 550 (year 2027), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: N CASTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, 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: 4.9m (16.1ft) Condition: Channel: Very good, Culverts: Very 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, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $130,000, Total Project Cost: $275,000 ( Estimate for 2007) Find on map >>
Structure Number: SA5700000000093, Location: SEC 2 T 3N R 7E (Lat: 31.258950, Lng: -90.467067), Route carried "on" structure: City street 439, Year Built: 1975, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 450 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 550 (year 2027), Design Load: H 10, Features Intersected: SMALL DRAIN, Facility Carried by Structure: NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $130,000, Total Project Cost: $196,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: SA5700000000094, Location: SEC 3 T 3N R 7E B (Lat: 31.249633, Lng: -90.485633), Route carried "on" structure: County highway 9617, Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,200 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 3,300 (year 2026), Design Load: HS 20, Features Intersected: LITTLE TANGIPAHOA RIVER, Facility Carried by Structure: DELAWARE AVE. EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: SA5700000000098, Location: SEC 10 T 3N R 7E (Lat: 31.238400, Lng: -90.493917), Route carried "on" structure: City street 33, Year Built: 1999, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 180 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 230 (year 2027), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: SCHMITT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: SA5700000000099, Location: SEC 10 T 3N R 7E B (Lat: 31.237333, Lng: -90.483133), Route carried "on" structure: County highway 42, Year Built: 1954, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2026), Design Load: HS 15, Features Intersected: LITTLE TANGIPAHOA RIVER, Facility Carried by Structure: PARK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $130,000, Total Project Cost: $287,000 ( Estimate for 2005), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA57000000001, Location: SEC 12 T 3N R 7E (Lat: 31.245217, Lng: -90.451017), Route carried "on" structure: County highway 7044, Year Built: 1973, Status: Open, Structure Length: 14.23m (46.69ft), Average Daily Traffic: 3,940 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 5,910 (year 2025), Design Load: HS 20, Features Intersected: IC RAILROAD, Facility Carried by Structure: PEARL RIVER AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.250, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.02m (46.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,700,000, Roadway Improvement Cost: $850,000, Total Project Cost: $3,450,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA5700000000101, Location: SEC 12 T 3N R 7E (Lat: 31.245733, Lng: -90.448583), Route carried "on" structure: County highway 7044, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,940 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 5,910 (year 2025), Design Load: HS 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: PEARL RIVER AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.500, 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: 1, Length of Maximum Span: 7.9m (25.9ft) 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: December 2007 Find on map >>
Structure Number: SA5700000000102, Location: SEC 12 T 3N R 7E (Lat: 31.232883, Lng: -90.446733), Route carried "on" structure: City street 7135, Year Built: 1982, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,410 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 5,115 (year 2027), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: S MAGNOLIA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: SA5700000000103, Location: SEC 14 T 3N R 7E (Lat: 31.219933, Lng: -90.474133), Route carried "on" structure: County highway 39, Year Built: 1987, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 155 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 215 (year 2026), Design Load: H 10, Features Intersected: LITTLE TANGIPAHOA RIVER, Facility Carried by Structure: OLD LIBERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 8.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $130,000, Total Project Cost: $275,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA5700000000104, Location: SEC 14 T 3N R 7E (Lat: 31.220917, Lng: -90.466750), Route carried "on" structure: City street 810, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 75 (year 2027), Design Load: H 10, Features Intersected: SMALL STREAM, Facility Carried by Structure: UNIVERSAL ACCESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $35,000, Total Project Cost: $158,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: SA5700000000114, Location: SEC 6 T 3N R 8E (Lat: 31.248333, Lng: -90.445550), Route carried "on" structure: City street 521, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2027), Design Load: HS 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: N CHERRY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, 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: 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: SA5700000000151, Location: SEC 34 T 4N R 7E B (Lat: 31.267233, Lng: -90.491467), Route carried "on" structure: County highway 20, Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 450 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 560 (year 2027), Design Load: H 15, Features Intersected: LITTLE TANGIPAHOA RIVER, Facility Carried by Structure: ENTERPRISE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $130,000, Total Project Cost: $175,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA5700000000154, Location: SEC 36 T 4N R 7E B (Lat: 31.266233, Lng: -90.460033), Route carried "on" structure: County highway 7146, Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 750 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,125 (year 2027), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: OLD SUMMIT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.420, 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) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: SA5700000000182, Location: SEC 23 T 3N R 7E (Lat: 31.218500, Lng: -90.466533), Route carried "on" structure: City street 810, Year Built: 1976, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 75 (year 2027), Design Load: H 10, Features Intersected: SMALL CREEK, Facility Carried by Structure: HAMILTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $24,000, Total Project Cost: $139,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11000550570180A, Location: I 55 OVER SR 570 (Lat: 31.259447, Lng: -90.479094), Route carried "under" structure: State highway 570, Year Built: 1959, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 5%, Features Intersected: SR 570, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.688, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 11000550570180A, Location: I 55 OVER SR 570 (Lat: 31.259447, Lng: -90.479094), Route carried "under" structure: State highway 570, Year Built: 1959, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 5%, Features Intersected: SR 570, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.688, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 11000550570180B, Location: I 55 OVER SR 570 (Lat: 31.259447, Lng: -90.479094), Route carried "under" structure: State highway 570, Year Built: 1959, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 5%, Features Intersected: SR 570, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.688, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 11000550570180B, Location: I 55 OVER SR 570 (Lat: 31.259447, Lng: -90.479094), Route carried "under" structure: State highway 570, Year Built: 1959, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 5%, Features Intersected: SR 570, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.688, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 41000550570165, Location: 1.1 MI N US 98/SR 24 (Lat: 31.237600, Lng: -90.481264), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: PARK DRIVE Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.266, 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: 41000550570165, Location: 1.1 MI N US 98/SR 24 (Lat: 31.237600, Lng: -90.481264), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: PARK DRIVE Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.266, 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: 51000550570172, Location: 1.8 MI N US 98/SR 24 (Lat: 31.247661, Lng: -90.480439), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: DELAWARE AVENUE Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 2.779, 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: 51000550570172, Location: 1.8 MI N US 98/SR 24 (Lat: 31.247661, Lng: -90.480439), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: DELAWARE AVENUE Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 2.779, 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: 5100055057019, Location: 1.0 MI N SR 570 (Lat: 31.273611, Lng: -90.478889), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ENTERPRISE ROAD Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 3.095, 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: 5100055057019, Location: 1.0 MI N SR 570 (Lat: 31.273611, Lng: -90.478889), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ENTERPRISE ROAD Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 3.095, 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: 51000550570197, Location: 1.7 MI N SR 570 (Lat: 31.283889, Lng: -90.478611), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ROBB STREET Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 32.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 51000550570197, Location: 1.7 MI N SR 570 (Lat: 31.283889, Lng: -90.478611), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: ROBB STREET Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 32.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Discuss this city on our hugely popular Mississippi forum Back to: McComb, MS, Mississippi, All US cities.
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