Bridge Statistics for Pascagoula, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21000900300683, Location: 0.9 MI W SR 613 (Lat: 30.373056, Lng: -88.568056), Route carried "on" structure: US 90, Year Built: 2003, Status: Open, Structure Length: 109.09m (357.91ft), Average Daily Traffic: 38,000 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 57,000 (year 2025), Design Load: HS 20, Features Intersected: EAST PASCAGOULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.150, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 24.3m (79.7ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 24, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: June 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510009003007, Location: 0.7 MI E SR 613 (Lat: 30.369161, Lng: -88.538836), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 43.43m (142.49ft), Average Daily Traffic: 9,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 14,400 (year 2026), Design Load: HS 20, Features Intersected: US 90, Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.260, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 16, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 86000000300009, Location: 0.3 MI S US 90 (Lat: 30.368514, Lng: -88.570950), Route carried "on" structure: Business Other road , Year Built: 1972, Status: Open, Structure Length: 30.51m (100.10ft), Average Daily Traffic: 26,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 39,000 (year 2026), Design Load: HS 20, Features Intersected: CSX RR, Facility Carried by Structure: LITTON ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.550, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 91.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 86000000300012, Location: LITTON ACCESS OVER US 90 (Lat: 30.372989, Lng: -88.570944), Route carried "on" structure: Business Other road , Year Built: 1972, Status: Open, Structure Length: 21.76m (71.39ft), Average Daily Traffic: 26,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 39,000 (year 2026), Design Load: HS 20, Features Intersected: US 90, Facility Carried by Structure: LITTON ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.040, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000098, Location: SEC 31 T 7S R 5W (Lat: 30.389722, Lng: -88.515833), Route carried "on" structure: City street 689, Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 7,500 (year 2026), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: OLD STAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 24.0m (78.7ft)

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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008

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Structure Number: SA300000000013, Location: SEC 5 T 8S R 5W (Lat: 30.370278, Lng: -88.503333), Route carried "on" structure: City street 591, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 30 (year 2026), Design Load: H 15, Features Intersected: BAYOU RELIEF, Facility Carried by Structure: TILLMAN SREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $130,000, Total Project Cost: $230,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000131, Location: SEC 6 T 8S R 5W (Lat: 30.369444, Lng: -88.521667), Route carried "on" structure: City street 321, Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,600 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 6,900 (year 2026), Design Load: H 15, Features Intersected: BAYOU RELIEF, Facility Carried by Structure: OLD MOBILE HWY/PAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Very good, 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 corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $130,000, Total Project Cost: $250,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000132, Location: SEC 7 T 8S R 5W (Lat: 30.367500, Lng: -88.520833), Route carried "on" structure: City street 430, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,200 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 7,800 (year 2026), Design Load: H 15, Features Intersected: BAYOU-RELIEF, Facility Carried by Structure: ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $130,000, Total Project Cost: $230,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000133, Location: SEC 8 T 8S R 5W (Lat: 30.367222, Lng: -88.501111), Route carried "on" structure: City street 430, Year Built: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 5,200 (year 2004), Truck Traffic: 20%, Average Future Daily Traffic: 7,800 (year 2026), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: ORCHARD ROAD/PASC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.0m (72.2ft)

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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000134, Location: SEC 8 T 8S R 5W (Lat: 30.366111, Lng: -88.513611), Route carried "on" structure: City street 539, Year Built: 1960, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,700 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 5,550 (year 2026), Design Load: H 15, Features Intersected: WEST PRONG BAYOU CASOTTE, Facility Carried by Structure: LOUISE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 8.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $130,000, Total Project Cost: $278,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000136, Location: SEC 18 T 8S R 5W (Lat: 30.346389, Lng: -88.526389), Route carried "on" structure: City street 316, Year Built: 1997, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 850 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 1,275 (year 2026), Design Load: HS 20, Features Intersected: WEST PRONG BAYOU CHICOT, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000138, Location: SEC 18 T 8S R 5W (Lat: 30.343333, Lng: -88.522222), Route carried "on" structure: City street 319, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 5,100 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 7,080 (year 2026), Design Load: HS 20+Mod, Features Intersected: BAYOU-RELIEF, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $130,000, Total Project Cost: $350,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000139, Location: SEC 30 T 8S R 5W (Lat: 30.361111, Lng: -88.530556), Route carried "on" structure: City street 487, Year Built: 1950, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,280 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 6,420 (year 2026), Design Load: H 15, Features Intersected: BAYOU CHICO, Facility Carried by Structure: EDEN ST. / PASC.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Good, Culverts: Excellent, 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: Better than 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: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $5,000, Total Project Cost: $6,000 ( Estimate for 2002)

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Structure Number: SA300000000014, Location: SEC 1 T 8S R 6W (Lat: 30.380000, Lng: -88.545556), Route carried "on" structure: City street 302, Year Built: 2007, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,530 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 11,295 (year 2026), Design Load: HS 20, Features Intersected: BAYOU, Facility Carried by Structure: PASCAGOULA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $20,000, Total Project Cost: $106,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000141, Location: SEC 1 T 8S R 6W (Lat: 30.382778, Lng: -88.543333), Route carried "on" structure: City street 302, Year Built: 2007, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,530 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 11,295 (year 2026), Design Load: HS 20, Features Intersected: BAYOU, Facility Carried by Structure: PASCAGOULA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $30,000, Total Project Cost: $170,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000142, Location: SEC 1 T 8S R 6W (Lat: 30.369167, Lng: -88.533333), Route carried "on" structure: City street 408, Year Built: 1950, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,375 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 9,375 (year 2026), Design Load: H 15, Features Intersected: BAYOU CHICO / PASC., Facility Carried by Structure: HOSPITAL STREET
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $130,000, Total Project Cost: $250,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000144, Location: SEC 5 T 8S R 6W (Lat: 30.355556, Lng: -88.559722), Route carried "on" structure: City street 271, Year Built: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 877 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 1,320 (year 2026), Design Load: H 15, Features Intersected: RELIEF, Facility Carried by Structure: SOUTH DESOTO ST
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), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $130,000, Total Project Cost: $222,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000145, Location: SEC 7 T 8S R 6W (Lat: 30.361944, Lng: -88.547222), Route carried "on" structure: City street 358, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2026), Design Load: H 15, Features Intersected: RELIEF, Facility Carried by Structure: TUCKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $130,000, Total Project Cost: $222,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000146, Location: SEC 8 T 8S R 6W (Lat: 30.354167, Lng: -88.547222), Route carried "on" structure: City street 282, Year Built: 1950, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 12,300 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 18,450 (year 2026), Design Load: H 20, Features Intersected: RELIEF, Facility Carried by Structure: INGALLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.6m (61.0ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 28.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $100,000, Total Project Cost: $110,000 ( Estimate for 2002)

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Structure Number: SA3000000000147, Location: SEC 8 T 8S R 6W (Lat: 30.344444, Lng: -88.543611), Route carried "on" structure: City street 316, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2026), Design Load: H 15, Features Intersected: BAYOU-RELIEF, Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $150,000, Total Project Cost: $250,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000148, Location: SEC 8 T 8S R 6W (Lat: 30.346944, Lng: -88.545000), Route carried "on" structure: City street 318, Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,680 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 4,020 (year 2026), Design Load: H 20, Features Intersected: BAYOU-RELIEF, Facility Carried by Structure: BEACH BLVD.
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 2.7 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: Meets minimum limits, 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $30,000, Total Project Cost: $130,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3000000000149, Location: SEC 8 T 8S R 6W (Lat: 30.348889, Lng: -88.542500), Route carried "on" structure: City street 326, Year Built: 2002, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 825 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,240 (year 2026), Design Load: HS 20, Features Intersected: MARKET ST. BAYOU, Facility Carried by Structure: PARSLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000167, Location: SEC 5 T 8S R 5W (Lat: 30.379617, Lng: -88.506400), Route carried "on" structure: City street 321, Year Built: 2003, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 750 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2026), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: OLD MOBILE HWY/PAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.935, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), 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: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Precast Panels

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Structure Number: SA3000000000171, Location: SEC 1 T 8S R 6W (Lat: 30.388250, Lng: -88.543639), Route carried "on" structure: City street 3020, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 7,530 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 11,295 (year 2026), Design Load: HS 20, Features Intersected: BAYOU, Facility Carried by Structure: PASCAGOULA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $30,000, Total Project Cost: $110,000 ( Estimate for 2005), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3000000000172, Location: SEC 8 T 8S R 5W (Lat: 30.364694, Lng: -88.510083), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 23.20m (76.12ft), Average Daily Traffic: 6,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 7,000 (year 2025), Design Load: HS 20, Features Intersected: WEST PRONG BAYOU CASOTTE, Facility Carried by Structure: BEACH BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 20.0m (65.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 30.6m (100.4ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510009003007, Location: 0.7 MI E SR 613 (Lat: 30.369161, Lng: -88.538836), Route carried "under" structure: US 90, Year Built: 1985, Structure Length: 43.43m (142.49ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 8%, Features Intersected: US 90, Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 3.045, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 510009003007, Location: 0.7 MI E SR 613 (Lat: 30.369161, Lng: -88.538836), Route carried "under" structure: US 90, Year Built: 1985, Structure Length: 43.43m (142.49ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 8%, Features Intersected: US 90, Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 3.045, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 86000000300012, Location: LITTON ACCESS OVER US 90 (Lat: 30.372989, Lng: -88.570944), Route carried "under" structure: US 90, Year Built: 1972, Structure Length: 21.76m (71.39ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Features Intersected: US 90, Facility Carried by Structure: LITTON ACCESS
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 27.329, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)