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Bridge Statistics for Corinth, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Corinth, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 100 meters (328ft) Total costs: $6,329,000 Total average daily traffic: 91,920 Total average daily truck traffic: 7,339 National Bridge Inventory (NBI) Registered Bridges for Corinth
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 21000720020627, Location: US 72 OVER US 45 (Lat: 34.930756, Lng: -88.547919), Route carried "on" structure: US 72, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 21,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 31,500 (year 2025), Design Load: HS 20, Features Intersected: US 45 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.068, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, 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: 24.4m (80.1ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000720020644, Location: 1.7 MI E US 45 (Lat: 34.923319, Lng: -88.519622), Route carried "on" structure: US 72, Year Built: 1976, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 23,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 34,500 (year 2025), Design Load: HS 20, Features Intersected: KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.875, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA0200000000017, Location: SEC 36 T 1S R 7E (Lat: 34.948889, Lng: -88.520556), Route carried "on" structure: City street 3022, Year Built: 1955, Status: Posted for load, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 220 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 330 (year 2028), Design Load: H 15, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: Spur Interstate 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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, Underclear: Equal to present desirable 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: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $200,000, Total Project Cost: $532,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA0200000000022, Location: SEC 31 T 1S R 8E B (Lat: 34.945833, Lng: -88.490278), Route carried "on" structure: City street 3016, Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 4,700 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 7,050 (year 2028), Design Load: HS 20, Features Intersected: BRIDGE CREEK KENDRICK RD, Facility Carried by Structure: 100 KENDRICK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA0200000000023, Location: SEC 31 T 1S R 8E (Lat: 34.956667, Lng: -88.491389), Route carried "on" structure: City street 3018, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,360 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 5,040 (year 2028), Design Load: H 15, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: SHILOH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, 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: 3, Length of Maximum Span: 2.7m (8.9ft) 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $200,000, Total Project Cost: $293,000 ( Estimate for 2003) Find on map >>
Structure Number: SA0200000000024, Location: SEC 31 T 1S R 8E (Lat: 34.945556, Lng: -88.500556), Route carried "on" structure: City street 3019, Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,610 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 12,915 (year 2028), Design Load: H 15, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: SHILOH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $200,000, Total Project Cost: $301,000 ( Estimate for 2003) Find on map >>
Structure Number: SA0200000000057, Location: SEC 1 T 2S R 7E (Lat: 34.943889, Lng: -88.517222), Route carried "on" structure: City street 3012, Year Built: 1962, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 100 (year 2008), Average Future Daily Traffic: 150 (year 2028), Design Load: H 10, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: WEBSTER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $200,000, Total Project Cost: $553,000 ( Estimate for 2004), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA0200000000058, Location: SEC 1 T 2S R 7E (Lat: 34.944167, Lng: -88.521389), Route carried "on" structure: City street 3020, Year Built: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 220 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 330 (year 2028), Design Load: H 10, Features Intersected: RELIEF OLD HWY 45, Facility Carried by Structure: POLK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $200,000, Total Project Cost: $280,000 ( Estimate for 2003) Find on map >>
Structure Number: SA0200000000059, Location: SEC 2 T 2S R 7E (Lat: 34.937500, Lng: -88.526944), Route carried "on" structure: City street 605, Year Built: 1972, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 15, Features Intersected: ELAM CREEK, Facility Carried by Structure: WALDRON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $200,000, Total Project Cost: $342,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA020000000006, Location: SEC 2 T 2S R 7E (Lat: 34.937778, Lng: -88.532500), Route carried "on" structure: City street 974, Year Built: 1997, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 3,300 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 4,950 (year 2028), Design Load: HS 20, Features Intersected: TURNER CREEK, Facility Carried by Structure: LINDEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: SA0200000000061, Location: SEC 2 T 2S R 7E (Lat: 34.938611, Lng: -88.526389), Route carried "on" structure: City street 974, Year Built: 1978, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 830 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,245 (year 2028), Design Load: H 15, Features Intersected: ELAM CREEK, Facility Carried by Structure: LINDEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.151, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.7m (35.1ft) 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $200,000, Total Project Cost: $374,000 ( Estimate for 2001), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA0200000000062, Location: SEC 2 T 2S R 7E (Lat: 34.930556, Lng: -88.525556), Route carried "on" structure: City street 3014, Year Built: 1970, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2028), Design Load: H 10, Features Intersected: ELAM CREEK, Facility Carried by Structure: Spur 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Fair, Superstructure: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $200,000, Total Project Cost: $320,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA0200000000063, Location: SEC 2 T 2S R 7E (Lat: 34.930556, Lng: -88.526111), Route carried "on" structure: City street 3017, Year Built: 1962, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 220 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 330 (year 2028), Design Load: H 15, Features Intersected: TURNER CREEK COLEMAN ST, Facility Carried by Structure: FULTON DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: 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: Superior to present desirable 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $200,000, Total Project Cost: $288,000 ( Estimate for 2003) Find on map >>
Structure Number: SA0200000000064, Location: SEC 2 T 2S R 7E (Lat: 34.945278, Lng: -88.526667), Route carried "on" structure: City street 3025, Year Built: 1978, Status: Open, Structure Length: 18.75m (61.52ft), Average Daily Traffic: 810 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,215 (year 2028), Features Intersected: ELAM CREEK KCS RAILROAD, Facility Carried by Structure: SHILOH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA0200000000068, Location: SEC 10 T 2S R 7E (Lat: 34.928611, Lng: -88.557222), Route carried "on" structure: City street 110, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD KOSSUTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 1, Length of Maximum Span: 9.4m (30.8ft), 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: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $200,000, Total Project Cost: $320,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA0200000000069, Location: SEC 12 T 2S R 7E (Lat: 34.927778, Lng: -88.522222), Route carried "on" structure: City street 670, Year Built: 1901, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 15, Features Intersected: ELAM CREEK, Facility Carried by Structure: ALLEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $200,000, Total Project Cost: $352,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA0200000000071, Location: SEC 12 T 2S R 7E (Lat: 34.943333, Lng: -88.521944), Route carried "on" structure: City street 3021, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2028), Design Load: H 15, Features Intersected: RELIEF CASS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: 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: Superior to present desirable 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $200,000, Total Project Cost: $278,000 ( Estimate for 2003) Find on map >>
Structure Number: SA0200000000075, Location: SEC 14 T 2S R 7E B (Lat: 34.916944, Lng: -88.538889), Route carried "on" structure: City street 3023, Year Built: 1958, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 330 (year 2028), Design Load: H 15, Features Intersected: RELIEF OLD HWY 45, Facility Carried by Structure: Spur Interstate 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 12.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $200,000, Total Project Cost: $350,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA0200000000084, Location: SEC 6 T 2S R 8E (Lat: 34.941667, Lng: -88.499444), Route carried "on" structure: City street 597, Year Built: 1970, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,490 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 11,235 (year 2028), Design Load: H 15, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: 3RD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $200,000, Total Project Cost: $320,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA0200000000085, Location: SEC 6 T 2S R 8E (Lat: 34.931944, Lng: -88.494722), Route carried "on" structure: City street 3013, Year Built: 1963, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2028), Design Load: H 15, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: HARPER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $200,000, Total Project Cost: $488,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA0200000000086, Location: SEC 7 T 2S R 8E B (Lat: 34.931111, Lng: -88.495278), Route carried "on" structure: County highway 944, Year Built: 1984, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 8,700 (year 2028), Features Intersected: RELIEF, Facility Carried by Structure: PROPER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $200,000, Total Project Cost: $518,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA0200000000088, Location: SEC 7 T 2S R 8E B (Lat: 34.926389, Lng: -88.495000), Route carried "on" structure: City street 3024, Year Built: 1980, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 220 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 330 (year 2028), Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: HARPER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: 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: 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: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA0200000000091, Location: SEC 17 T 2S R 8E B (Lat: 34.915833, Lng: -88.482222), Route carried "on" structure: County highway 36, Year Built: 1930, Status: Posted for load, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 120 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2028), Design Load: H 10, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: US 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $200,000, Total Project Cost: $420,000 ( Estimate for 2004), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 21000720020627, Location: US 72 OVER US 45 (Lat: 34.930756, Lng: -88.547919), Route carried "under" structure: US 45, Year Built: 1972, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,400 (year 2005), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: US 72 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 19.708, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 21000720020627, Location: US 72 OVER US 45 (Lat: 34.930756, Lng: -88.547919), Route carried "under" structure: US 45, Year Built: 1972, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,400 (year 2005), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: US 72 Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 19.708, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Discuss this city on our hugely popular Mississippi forum Back to: Corinth, MS, Mississippi, All US cities.
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