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

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Structure Number: 11000200511167A,  Location: 1.4 MI E SR 503 (Lat: 32.343356,  Lng: -89.018469),  Route carried "on" structure: Interstate 20,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OAKAHATTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.798,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 77.5 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,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $228,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $428,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511167B,  Location: 1.4 MI E SR 503 (Lat: 32.343117,  Lng: -89.019372),  Route carried "on" structure: Interstate 20,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OAKAHATTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.483,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 77.5 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,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $228,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $428,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511168A,  Location: 1.6 MI E SR 503 (Lat: 32.343328,  Lng: -89.016467),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HICKORY LITTLE ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.5 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,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $114,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $314,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511168B,  Location: 1.6 MI E SR 503 (Lat: 32.343089,  Lng: -89.016967),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HICKORY LITTLE ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $114,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $314,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511189A,  Location: 3.6 MI E SR 503 (Lat: 32.342825,  Lng: -88.980514),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.222,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $266,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $466,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511189B,  Location: 3.6 MI E SR 503 (Lat: 32.342447,  Lng: -88.981681),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.033,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $266,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $466,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800511148,  Location: 5.5 MI E SR 15 (Lat: 32.330097,  Lng: -89.048786),  Route carried "on" structure: US 80,  Year Built: 1929,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: BETHEL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.464,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.79m (12.43ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $288,000,000,  Roadway Improvement Cost: $29,000,000,  Total Project Cost: $864,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21000800511171,  Location: 0.6 MI E SR 503 (Lat: 32.318986,  Lng: -89.014714),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.222,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 21000800511192,  Location: 2.8 MI E SR 503 (Lat: 32.324083,  Lng: -88.978311),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.696,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.13m (16.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $436,000,000,  Roadway Improvement Cost: $44,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800511194,  Location: 2.9 MI E SR 503 (Lat: 32.324353,  Lng: -88.976378),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Posted for load,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.38m (20.93ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $584,000,000,  Roadway Improvement Cost: $58,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31005030510297,  Location: 1.0 MI S US 80 (Lat: 32.304661,  Lng: -89.028342),  Route carried "on" structure: State highway 503,  Year Built: 2012,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HL 93,  Features Intersected: POTTERCHITTO RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.382,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.0 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 310050305103,  Location: 0.7 MI S US 80 (Lat: 32.308658,  Lng: -89.026350),  Route carried "on" structure: State highway 503,  Year Built: 2012,  Status: Open,  Structure Length: 11.33m (37.17ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HL 93,  Features Intersected: POTTERCHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.4 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31005030510328,  Location: SR 503 OVER I 20 (Lat: 32.344369,  Lng: -89.044147),  Route carried "on" structure: State highway 503,  Year Built: 1960,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 15,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.405,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $16,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $250,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200511138A,  Location: 4.5 MI E SR 15 (Lat: 32.348358,  Lng: -89.067672),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 430 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 430 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: POTTERCHITTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.636,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $242,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200511138B,  Location: 4.5 MI E SR 15 (Lat: 32.347653,  Lng: -89.067297),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 430 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 430 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: POTTERCHITTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.721,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $242,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200511185,  Location: 3.2 MI E SR 503 (Lat: 32.343086,  Lng: -88.988581),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 430 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 430 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: McGEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.2 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,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA5100000000014,  Location: SEC 3 T 5N R12E (Lat: 32.307250,  Lng: -89.063139),  Route carried "on" structure: County highway 138,  Year Built: 2003,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: BOGUE FALEMA CREEK,  Facility Carried by Structure: BRAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  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: 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: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000015,  Location: SEC 9 T 5N R12E (Lat: 32.290556,  Lng: -89.079306),  Route carried "on" structure: County highway 133,  Year Built: 1999,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 40 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 60 (year 2040),  Design Load: HS 20,  Features Intersected: BOGUE FALEMA CREEK,  Facility Carried by Structure: PEAVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  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: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000021,  Location: SEC 6 T 5N R13E B (Lat: 32.301194,  Lng: -89.007164),  Route carried "on" structure: County highway 193,  Year Built: 1975,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 520 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 780 (year 2041),  Design Load: H 15,  Features Intersected: POTTERCITTO CK RELIEF,  Facility Carried by Structure: HICKORY-FELLOWSHIP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.782,  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: 5,  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: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 31.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $380,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000022,  Location: SEC 6 T 5N R13E B (Lat: 32.302222,  Lng: -89.006889),  Route carried "on" structure: County highway 193,  Year Built: 1975,  Status: Posted for load,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 460 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 690 (year 2040),  Design Load: H 15,  Features Intersected: POTTERCHITTO CREEK,  Facility Carried by Structure: HICKORY-FELLOWSHIP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.782,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  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: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.0 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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $358,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000023,  Location: SEC 6 T 5N R13E B (Lat: 32.304167,  Lng: -89.007222),  Route carried "on" structure: County highway 193,  Year Built: 1975,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 460 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 690 (year 2040),  Design Load: H 15,  Features Intersected: POTTERCITTO CK RELIEF,  Facility Carried by Structure: HICKORY-FELLOWSHIP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  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: 8,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: 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: October 2020,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $358,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000024,  Location: SEC 8 T 5N R13E B (Lat: 32.296667,  Lng: -88.999278),  Route carried "on" structure: County highway 193,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 520 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 780 (year 2040),  Design Load: HS 20,  Features Intersected: BCH OF POTTERCHITTO CK,  Facility Carried by Structure: HICKORY-FELLOWSHIP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: October 2020

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Structure Number: SA5100000000055,  Location: SEC 24 T 6N R12E B (Lat: 32.342028,  Lng: -89.016667),  Route carried "on" structure: County highway 477,  Year Built: 1981,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 360 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 540 (year 2040),  Design Load: HS 20,  Features Intersected: OKAHATTA CREEK,  Facility Carried by Structure: HICKORY-LITTLE RCK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  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: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000056,  Location: SEC 24 T 6N R12E (Lat: 32.346472,  Lng: -89.020000),  Route carried "on" structure: County highway 122,  Year Built: 2003,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: OKAHATTA CREEK,  Facility Carried by Structure: ROSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000057,  Location: SEC 33 T 6N R12E B (Lat: 32.324361,  Lng: -89.071111),  Route carried "on" structure: County highway 125,  Year Built: 2004,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 75 (year 2040),  Design Load: H 15,  Features Intersected: POTTERCHITTO CREEK,  Facility Carried by Structure: POTTERCHITTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  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: 7,  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: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $347,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000058,  Location: SEC 33 T 6N R12E B (Lat: 32.322611,  Lng: -89.073889),  Route carried "on" structure: County highway 125,  Year Built: 2003,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF POTTERCHITTO CK,  Facility Carried by Structure: POTTERCHITTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.793,  Lanes on structure: 2,  Owner: County 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: 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: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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 minimum 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: October 2020,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000063,  Location: SEC 21 T 6N R13E B (Lat: 32.346550,  Lng: -88.981378),  Route carried "on" structure: County highway 18,  Year Built: 1965,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2041),  Design Load: H 15,  Features Intersected: CHUNKY RIVER,  Facility Carried by Structure: PLEASANT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 24.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $358,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000065,  Location: SEC 30 T 6N R13E B (Lat: 32.338750,  Lng: -89.016667),  Route carried "on" structure: County highway 477,  Year Built: 1987,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 360 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 540 (year 2040),  Design Load: H 15,  Features Intersected: OKAHATTA CREEK RELIEF,  Facility Carried by Structure: HICKORY LITTLE RCK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  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: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $347,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5100000000066,  Location: SEC 32 T 6N R13E (Lat: 32.325000,  Lng: -88.991472),  Route carried "on" structure: County highway 17,  Year Built: 2004,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 75 (year 2040),  Design Load: H 15,  Features Intersected: OKAHATTA CREEK,  Facility Carried by Structure: MCGEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31005030510328,  Location: SR 503 OVER I 20 (Lat: 32.344861,  Lng: -89.044311),  Route carried "under" structure: Interstate 20,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 503
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 12.247,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 31005030510328,  Location: SR 503 OVER I 20 (Lat: 32.344589,  Lng: -89.044231),  Route carried "under" structure: Interstate 20,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 503
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 27.129,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 41000200511138A,  Location: 4.5 MI E SR 15 (Lat: 32.348161,  Lng: -89.067550),  Route carried "under" structure: Interstate 20,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: POTTERCHITTO ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 14.489,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000200511138B,  Location: 4.5 MI E SR 15 (Lat: 32.347642,  Lng: -89.067275),  Route carried "under" structure: Interstate 20,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: POTTERCHITTO ROAD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 2.723,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000200511185,  Location: 3.2 MI E SR 503 (Lat: 32.342869,  Lng: -88.988439),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: McGEE ROAD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 6.968,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 41000200511185,  Location: 3.2 MI E SR 503 (Lat: 32.342619,  Lng: -88.988281),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: McGEE ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 32.412,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)