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

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Structure Number: 11000200610494A,  Location: I 20 OVER SR 468 (Lat: 32.266364,  Lng: -90.133939),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 468
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.292,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200610494B,  Location: I 20 OVER SR 468 (Lat: 32.266061,  Lng: -90.134572),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 468
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.377,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800610469,  Location: 0.2 MI E HINDS CL (Lat: 32.280678,  Lng: -90.173511),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: H 15,  Features Intersected: PEARL RIVER RELIEF
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.394,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.89m (45.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $143,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800610472,  Location: 0.5 MI E HINDS CL (Lat: 32.279672,  Lng: -90.167750),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: H 15,  Features Intersected: OVER OLD US 49, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.948,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  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: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 27.4m (89.9ft),  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: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.74m (51.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $163,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800610474,  Location: 0.6 MI E HINDS CL (Lat: 32.279089,  Lng: -90.164367),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.275,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $98,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $345,000,000

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Structure Number: 21000800610481,  Location: 0.2 MI E JCT US 80 468 W (Lat: 32.277989,  Lng: -90.153603),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.300,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $102,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $351,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800610486,  Location: 0.1 MI S US 80 @ JCT 468S (Lat: 32.277858,  Lng: -90.144472),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: H 15,  Features Intersected: CONWAY SLOUGH,  Facility Carried by Structure: OLD BRANDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 18.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present 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: 3.54m (11.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $264,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $794,000,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 21000800610487,  Location: 0.1 MI W 468 S (Lat: 32.278733,  Lng: -90.143822),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: H 15,  Features Intersected: CONWAY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.228,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $77,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $321,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800610498,  Location: 0.7 MI E 468 S (Lat: 32.281517,  Lng: -90.126486),  Route carried "on" structure: US 80,  Year Built: 1989,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20,  Features Intersected: NEELY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 31004680610069,  Location: 2.6 MI S I 20 (Lat: 32.242939,  Lng: -90.108117),  Route carried "on" structure: State highway 468,  Year Built: 1966,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,700 (year 2040),  Design Load: HS 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020

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Structure Number: 3100468061009,  Location: 4.3 MI S I 20 (Lat: 32.236875,  Lng: -90.079672),  Route carried "on" structure: State highway 468,  Year Built: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,700 (year 2040),  Design Load: HS 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.968,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020

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Structure Number: 310046806101,  Location: 0.7 MI E SR 475 (Lat: 32.234275,  Lng: -90.066175),  Route carried "on" structure: State highway 468,  Year Built: 2012,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 6,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,800 (year 2040),  Design Load: HL 93,  Features Intersected: TERRAPIN SKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.405,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004690610292,  Location: 1.5 MI S SR 468 (Lat: 32.207447,  Lng: -90.053169),  Route carried "on" structure: State highway 469,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004690610293,  Location: 1.4 MI S SR 468 (Lat: 32.208650,  Lng: -90.051558),  Route carried "on" structure: State highway 469,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.353,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004690610295,  Location: 1.2 MI S SR 468 (Lat: 32.210525,  Lng: -90.049031),  Route carried "on" structure: State highway 469,  Year Built: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.669,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004690610298,  Location: 0.8 MI S SR 468 (Lat: 32.214661,  Lng: -90.045347),  Route carried "on" structure: State highway 469,  Year Built: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.248,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004710610006,  Location: SR 471 OVER I 20 (Lat: 32.278733,  Lng: -89.993553),  Route carried "on" structure: State highway 471,  Year Built: 2016,  Status: Open,  Structure Length: 11.53m (37.83ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HL 93,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.526,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004750610004,  Location: 0.4 MI N SR 468 (Lat: 32.242608,  Lng: -90.078125),  Route carried "on" structure: State highway 475,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.607,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020

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Structure Number: 31004750610007,  Location: 0.7 MI N SR 468 (Lat: 32.246856,  Lng: -90.079964),  Route carried "on" structure: State highway 475,  Year Built: 1979,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.107,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020

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Structure Number: 31004750610025A,  Location: SR 475 OVER I 20 (Lat: 32.271836,  Lng: -90.073253),  Route carried "on" structure: State highway 475,  Year Built: 1967,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,500 (year 2040),  Design Load: HS 20,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.506,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 27.4m (89.9ft),  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: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $941,000,000,  Roadway Improvement Cost: $94,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004750610025B,  Location: SR 475 OVER I 20 (Lat: 32.271058,  Lng: -90.073350),  Route carried "on" structure: State highway 475,  Year Built: 1967,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.998,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 0.0m,  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: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $506,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $847,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004750610038A,  Location: 0.5 MI N US 80 (Lat: 32.291067,  Lng: -90.076267),  Route carried "on" structure: State highway 475,  Year Built: 2013,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HL 93,  Features Intersected: OLD BRANDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.601,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004750610038B,  Location: 0.5 MI N US 80 (Lat: 32.290250,  Lng: -90.075447),  Route carried "on" structure: State highway 475,  Year Built: 2013,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HL 93,  Features Intersected: OLD BRANDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.202,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200610486,  Location: 0.8 MI E US 49 (Lat: 32.266489,  Lng: -90.147175),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: CHILDRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.049,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.72m (28.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $195,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $458,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA6100000000081,  Location: SEC 7 T 5N R 2E (Lat: 32.284972,  Lng: -90.129222),  Route carried "on" structure: City street 2135,  Year Built: 2003,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 20,  Features Intersected: NEELY CREEK,  Facility Carried by Structure: PREISTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6100000000082,  Location: SEC 8 T 5N R 2E (Lat: 32.286333,  Lng: -90.112528),  Route carried "on" structure: City street 1140,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 3,400 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,100 (year 2041),  Design Load: H 15,  Features Intersected: DITCH,  Facility Carried by Structure: BARNETT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6100000000083,  Location: SEC 9 T 5N R 2E (Lat: 32.294639,  Lng: -90.104556),  Route carried "on" structure: City street 1123,  Year Built: 2000,  Status: Posted for load,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,250 (year 2040),  Design Load: HS 20,  Features Intersected: NEELY CREEK,  Facility Carried by Structure: HARLE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: SA6100000000084,  Location: SEC 10 T 5N R 2E (Lat: 32.298250,  Lng: -90.091611),  Route carried "on" structure: City street 7336,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,450 (year 2041),  Design Load: H 15,  Features Intersected: NEELY CREEK,  Facility Carried by Structure: FOX HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6100000000085,  Location: SEC 10 T 5N R 2E (Lat: 32.292500,  Lng: -90.091667),  Route carried "on" structure: City street 7336,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 3,450 (year 2040),  Design Load: HS 20,  Features Intersected: BARRELL CREEK,  Facility Carried by Structure: FOX-HALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: SA6100000000086,  Location: SEC 17 T 5N R 2E B (Lat: 32.279389,  Lng: -90.120278),  Route carried "on" structure: City street 262,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,900 (year 2040),  Design Load: HS 20,  Features Intersected: BCH NEELY CREEK,  Facility Carried by Structure: OLD BRANDON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.954,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: SA6100000000088,  Location: SEC 30 T 5N R 2E B (Lat: 32.243739,  Lng: -90.131958),  Route carried "on" structure: County highway 252,  Year Built: 2001,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,050 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: SOUTH PEARSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.632,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6100000000116,  Location: SEC 36 T 6N R 2E (Lat: 32.321944,  Lng: -90.047250),  Route carried "on" structure: County highway 202,  Year Built: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 670 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,005 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH OF HOG CREEK,  Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6100000000117,  Location: SEC 36 T 6N R 2E (Lat: 32.322000,  Lng: -90.048500),  Route carried "on" structure: County highway 202,  Year Built: 2000,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 670 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,005 (year 2041),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: HENDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6100000000194,  Location: SEC 13 T 5N R 1E (Lat: 32.276833,  Lng: -90.146500),  Route carried "on" structure: City street 8294,  Year Built: 1999,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,800 (year 2041),  Design Load: HS 20,  Features Intersected: CONWAY SLOUGH,  Facility Carried by Structure: CHILDRE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $720,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $840,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6100000000195,  Location: SEC 30 T 5N R 2E (Lat: 32.245500,  Lng: -90.129694),  Route carried "on" structure: County highway 2011,  Year Built: 1999,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2041),  Design Load: HS 20,  Features Intersected: BCH OF RICHLAND CREEK,  Facility Carried by Structure: ST. AUGUSTINE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-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: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $279,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA610000000021,  Location: SEC 10 T 5N R 2E (Lat: 32.295833,  Lng: -90.091389),  Route carried "on" structure: City street 7336,  Year Built: 2008,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,450 (year 2041),  Design Load: HS 20,  Features Intersected: BCH OF NEELY CREEK,  Facility Carried by Structure: FOX HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11000200610494A,  Location: I 20 OVER SR 468 (Lat: 32.266339,  Lng: -90.134189),  Route carried "under" structure: State highway 468,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 468,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.280,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 11000200610494A,  Location: I 20 OVER SR 468 (Lat: 32.266319,  Lng: -90.134389),  Route carried "under" structure: State highway 468,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 468,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 10.966,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 11000200610494B,  Location: I 20 OVER SR 468 (Lat: 32.266089,  Lng: -90.134319),  Route carried "under" structure: State highway 468,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 468,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 10.993,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 11000200610494B,  Location: I 20 OVER SR 468 (Lat: 32.266111,  Lng: -90.134111),  Route carried "under" structure: State highway 468,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 468,  Facility Carried by Structure: I 20
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.253,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 31004750610025A,  Location: SR 475 OVER I 20 (Lat: 32.271581,  Lng: -90.073361),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 475
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 33.532,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 31004750610025A,  Location: SR 475 OVER I 20 (Lat: 32.271300,  Lng: -90.073469),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 475
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 10.208,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 31004750610025B,  Location: SR 475 OVER I 20 (Lat: 32.271611,  Lng: -90.073131),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 475
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 33.510,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 0.0m

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Structure Number: 31004750610025B,  Location: SR 475 OVER I 20 (Lat: 32.271339,  Lng: -90.073239),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 475
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 10.231,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 0.0m

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Structure Number: 31004750610038A,  Location: 0.5 MI N US 80 (Lat: 32.291067,  Lng: -90.076261),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: OLD BRANDON ROAD,  Facility Carried by Structure: SR 475
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 7.250,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 31004750610038B,  Location: 0.5 MI N US 80 (Lat: 32.290250,  Lng: -90.075439),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 4,750 (year 2017),  Truck Traffic: 8%,  Features Intersected: OLD BRANDON ROAD,  Facility Carried by Structure: SR 475
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 7.250,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 41000200610486,  Location: 0.8 MI E US 49 (Lat: 32.266789,  Lng: -90.147111),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: CHILDRE ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.164,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 41000200610486,  Location: 0.8 MI E US 49 (Lat: 32.267019,  Lng: -90.147069),  Route carried "under" structure: Interstate 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: CHILDRE ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 40.564,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.0m (82.0ft)