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

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Structure Number: SA5700000000109,  Location: SEC 24 T 3N R 7E (Lat: 31.214750,  Lng: -90.453444),  Route carried "on" structure: County highway 808,  Year Built: 1996,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 85 (year 2021),  Average Future Daily Traffic: 120 (year 2043),  Design Load: HS 20,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: SOUTH YARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $333,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $600,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA570000000011,  Location: SEC 25 T 3N R 7E B (Lat: 31.203600,  Lng: -90.457167),  Route carried "on" structure: County highway 57,  Year Built: 2008,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 130 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 175 (year 2043),  Design Load: HS 20,  Features Intersected: LITTLE TANGIPAHOA RIVER,  Facility Carried by Structure: WARDLAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $372,000,  Total Project Cost: $837,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000114,  Location: SEC 6 T 3N R 8E (Lat: 31.248333,  Lng: -90.445550),  Route carried "on" structure: City street 521,  Year Built: 1960,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 620 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 930 (year 2043),  Design Load: HS 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: N CHERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.29m (4.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $414,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5700000000115,  Location: SEC 9 T 3N R 8E (Lat: 31.246861,  Lng: -90.396167),  Route carried "on" structure: County highway 382,  Year Built: 2007,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 125 (year 2043),  Design Load: HS 20,  Features Intersected: SMALL CREEK,  Facility Carried by Structure: CHESTER REEVES RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: SA5700000000116,  Location: SEC 10 T 3N R 8E (Lat: 31.248111,  Lng: -90.387167),  Route carried "on" structure: County highway 196,  Year Built: 1975,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 245 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 380 (year 2043),  Design Load: HS 15,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: SUMMIT-HOLMESVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  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: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $283,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000119,  Location: SEC 16 T 3N R 8E (Lat: 31.230333,  Lng: -90.405861),  Route carried "on" structure: County highway 191,  Year Built: 2001,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2043),  Design Load: HS 20,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: VAN NORMAN CURVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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 minimum criteria,  Length Of Structure Improvement: 3.24m (10.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $270,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA570000000012,  Location: SEC 19 T 3N R 8E (Lat: 31.218194,  Lng: -90.444694),  Route carried "on" structure: County highway 183,  Year Built: 2006,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 (year 2043),  Design Load: HS 20,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: BERTHADALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  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: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $270,000 ( Estimate for 2022)

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Structure Number: SA5700000000121,  Location: SEC 20 T 3N R 8E B (Lat: 31.211667,  Lng: -90.414389),  Route carried "on" structure: County highway 50,  Year Built: 1935,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 960 (year 2043),  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: OLD HWY 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.357,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $202,000 ( Estimate for 2021)

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Structure Number: SA570000000015,  Location: SEC 30 T 4N R 7E (Lat: 31.286889,  Lng: -90.534306),  Route carried "on" structure: County highway 22,  Year Built: 2004,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 160 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2043),  Design Load: HS 20,  Features Intersected: HAYMANS CREEK,  Facility Carried by Structure: WILLIS COTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 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,  Length Of Structure Improvement: 2.88m (9.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $461,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000151,  Location: SEC 34 T 4N R 7E B (Lat: 31.267233,  Lng: -90.491467),  Route carried "on" structure: County highway 20,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 450 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 (year 2043),  Design Load: H 15,  Features Intersected: LITTLE TANGIPAHOA RIVER,  Facility Carried by Structure: ENTERPRISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 22.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.2 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $294,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000154,  Location: SEC 36 T 4N R 7E B (Lat: 31.264278,  Lng: -90.461417),  Route carried "on" structure: County highway 7146,  Year Built: 1989,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2043),  Design Load: HS 20,  Features Intersected: SMALL STREAM,  Facility Carried by Structure: M. L. KING DR EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.420,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $224,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5700000000164,  Location: SEC 32 T 4N R 8E (Lat: 31.270694,  Lng: -90.425778),  Route carried "on" structure: County highway 199,  Year Built: 1997,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2043),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: COLE THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $313,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000165,  Location: SEC 32 T 4N R 8E (Lat: 31.275778,  Lng: -90.425639),  Route carried "on" structure: County highway 199,  Year Built: 1985,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 280 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 420 (year 2043),  Design Load: H 15,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: COLE THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  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: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 3.15m (10.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $504,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000166,  Location: SEC 33 T 4N R 8E (Lat: 31.275194,  Lng: -90.395944),  Route carried "on" structure: County highway 198,  Year Built: 1978,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 140 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 120 (year 2043),  Design Load: H 15,  Features Intersected: LARGE DRAIN,  Facility Carried by Structure: STEWART MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.4 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: Equal to 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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $325,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000167,  Location: SEC 33 T 4N R 8E (Lat: 31.267194,  Lng: -90.407417),  Route carried "on" structure: County highway 198,  Year Built: 2000,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 210 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 285 (year 2043),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: STEWART MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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 minimum criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $362,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5700000000182,  Location: SEC 23 T 3N R 7E (Lat: 31.218333,  Lng: -90.465917),  Route carried "on" structure: City street 810,  Year Built: 1976,  Status: Closed,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 60 (year 2021),  Average Future Daily Traffic: 90 (year 2043),  Design Load: H 10,  Features Intersected: SMALL CREEK,  Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $211,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5700000000185,  Location: SEC 7 T 3N R 8E (Lat: 31.240028,  Lng: -90.439250),  Route carried "on" structure: Business City street 7134,  Year Built: 1975,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 470 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: SOUTH LOCUST ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.836,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $510,000 ( Estimate for 2015)

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Structure Number: SA5700000000186,  Location: SEC 1 T 3N R 7E (Lat: 31.248500,  Lng: -90.449806),  Route carried "on" structure: Business City street 9255,  Year Built: 2009,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 460 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: MICHIGAN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.195,  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: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: SA5700000000187,  Location: SEC 1 T 3N R 7E (Lat: 31.249361,  Lng: -90.451000),  Route carried "on" structure: Business City street 439,  Year Built: 2009,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 460 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: NEW YORK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.053,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5700000000188,  Location: SEC 1 T 3N R 7E (Lat: 31.250417,  Lng: -90.452944),  Route carried "on" structure: Business City street 9257,  Year Built: 2009,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 470 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: GEORGIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5700000000189,  Location: SEC 1 T 3N R 7E (Lat: 31.250083,  Lng: -90.452306),  Route carried "on" structure: Business City street 7146,  Year Built: 2009,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 700 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: SUMMIT ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.495,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 11.6m (38.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $510,000 ( Estimate for 2015)

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Structure Number: SA570000000A104,  Location: SEC 14 T 3N R 7E (Lat: 31.220778,  Lng: -90.466694),  Route carried "on" structure: City street 810,  Year Built: 2018,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 65 (year 2018),  Average Future Daily Traffic: 75 (year 2038),  Features Intersected: SMALL STREAM,  Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.56m (5.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $108,000 ( Estimate for 2020)

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Structure Number: SA570000000A108,  Location: SEC 23 T 3N R 7E (Lat: 31.213556,  Lng: -90.467611),  Route carried "on" structure: County highway 7132,  Year Built: 2015,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 130 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2043),  Design Load: HS 20,  Features Intersected: LITTLE TANGIPAHOA RIVER,  Facility Carried by Structure: HOLDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.068,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $283,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA570000000A111,  Location: SEC_25_T 3N_R 7E B (Lat: 31.203833,  Lng: -90.451472),  Route carried "on" structure: County highway 58,  Year Built: 2015,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 80 (year 2021),  Average Future Daily Traffic: 120 (year 2043),  Design Load: HL 93,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: ADAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County 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: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $407,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $733,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA570000000A118,  Location: SEC 15 T 3N R 8E B (Lat: 31.233306,  Lng: -90.386583),  Route carried "on" structure: County highway 190,  Year Built: 2013,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 330 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 495 (year 2043),  Design Load: HL 93,  Features Intersected: LARGE DRAIN,  Facility Carried by Structure: MCCOMB-HOLMESVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $218,000 ( Estimate for 2021)

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Structure Number: SA570000000A122,  Location: SEC 20 T 3N R 8E (Lat: 31.206722,  Lng: -90.421194),  Route carried "on" structure: County highway 175,  Year Built: 2020,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 105 (year 2043),  Design Load: HL 93,  Features Intersected: SMALL DRAIN,  Facility Carried by Structure: MCKENZIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  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: 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: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 minimum criteria,  Length Of Structure Improvement: 3.24m (10.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $270,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11000550570154A,  Location: I 55 OVER SR 24/US 98EB (Lat: 31.221150,  Lng: -90.483081),  Route carried "under" structure: State highway 24,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 24/US 98 EAST,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 16.316,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570154A,  Location: I 55 OVER SR 24/US 98EB (Lat: 31.221011,  Lng: -90.483100),  Route carried "under" structure: State highway 24,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 24/US 98 EAST,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 8.295,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570154B,  Location: I 55 OVER SR 24/US 98EB (Lat: 31.221219,  Lng: -90.482800),  Route carried "under" structure: State highway 24,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 24/US 98 EAST,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 16.288,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570154B,  Location: I 55 OVER SR 24/US 98EB (Lat: 31.221081,  Lng: -90.482819),  Route carried "under" structure: State highway 24,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 24/US 98 EAST,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 8.322,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570180A,  Location: I 55 OVER SR 570 (Lat: 31.259989,  Lng: -90.479331),  Route carried "under" structure: State highway 570,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 570,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.293,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570180A,  Location: I 55 OVER SR 570 (Lat: 31.259839,  Lng: -90.479331),  Route carried "under" structure: State highway 570,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 570,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 6.914,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570180B,  Location: I 55 OVER SR 570 (Lat: 31.260061,  Lng: -90.479061),  Route carried "under" structure: State highway 570,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 570,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550570180B,  Location: I 55 OVER SR 570 (Lat: 31.259919,  Lng: -90.479061),  Route carried "under" structure: State highway 570,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 570,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 6.941,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000550570149,  Location: 4.4 MI N SR 48 (Lat: 31.213550,  Lng: -90.483800),  Route carried "under" structure: Interstate 55,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: OLD LIBERTY ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 15.076,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000550570149,  Location: 4.4 MI N SR 48 (Lat: 31.213681,  Lng: -90.483539),  Route carried "under" structure: Interstate 55,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: OLD LIBERTY ROAD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 23.915,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000550570165,  Location: 1.1 MI N US 98/SR 24 (Lat: 31.238031,  Lng: -90.480969),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 26.625,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000550570165,  Location: 1.1 MI N US 98/SR 24 (Lat: 31.237889,  Lng: -90.481261),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 12.368,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 51000550570172,  Location: 1.8 MI N US 98/SR 24 (Lat: 31.247869,  Lng: -90.480169),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: DELAWARE AVENUE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 11.256,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 51000550570172,  Location: 1.8 MI N US 98/SR 24 (Lat: 31.247819,  Lng: -90.479911),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: DELAWARE AVENUE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 27.716,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 5100055057019,  Location: 1.0 MI N SR 570 (Lat: 31.273981,  Lng: -90.478839),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,750 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: ENTERPRISE ROAD
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 30.619,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 5100055057019,  Location: 1.0 MI N SR 570 (Lat: 31.273819,  Lng: -90.479111),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: ENTERPRISE ROAD
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 8.375,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 51000550570197,  Location: 1.7 MI N SR 570 (Lat: 31.284189,  Lng: -90.478900),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: ROBB STREET
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 7.226,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 51000550570197,  Location: 1.7 MI N SR 570 (Lat: 31.284189,  Lng: -90.478631),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: ROBB STREET
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 31.751,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)