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

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Structure Number: 11000550451026B,  Location: 0.3 MI N HINDS CL (Lat: 32.404769,  Lng: -90.145639),  Route carried "on" structure: Interstate 55,  Year Built: 1985,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 51 & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.562,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550451031A,  Location: 0.8 MI N HINDS CL (Lat: 32.413219,  Lng: -90.148431),  Route carried "on" structure: Interstate 55,  Year Built: 1979,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 220E TO I 55 NORTH
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 38.159,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 75.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.41m (47.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $183,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550451038,  Location: 0.6 MI N I 220 (Lat: 32.421050,  Lng: -90.144975),  Route carried "on" structure: Interstate 55,  Year Built: 1979,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 120,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 140,000 (year 2040),  Design Load: HS 20,  Features Intersected: PURPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.454,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550451051A,  Location: 0.8 MI N NATCHEZ TRACE (Lat: 32.440250,  Lng: -90.144619),  Route carried "on" structure: Interstate 55,  Year Built: 2015,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,000 (year 2040),  Design Load: HS 20,  Features Intersected: STEED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.095,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550451051B,  Location: 0.8 MI N NATCHEZ TRACE (Lat: 32.439489,  Lng: -90.144269),  Route carried "on" structure: Interstate 55,  Year Built: 2015,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,000 (year 2040),  Design Load: HS 20,  Features Intersected: STEED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.519,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550451056A,  Location: 1.3 MI N NATCHEZ TRACE (Lat: 32.447161,  Lng: -90.144889),  Route carried "on" structure: Interstate 55,  Year Built: 2015,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,000 (year 2040),  Design Load: HS 20,  Features Intersected: COLONY PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.327,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550451056B,  Location: 1.3 MI N NATCHEZ TRACE (Lat: 32.446139,  Lng: -90.144531),  Route carried "on" structure: Interstate 55,  Year Built: 2015,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,000 (year 2040),  Design Load: HS 20,  Features Intersected: COLONY PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.258,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200450111A,  Location: 1.6 MI E HINDS CL (Lat: 32.413408,  Lng: -90.156008),  Route carried "on" structure: Interstate 220,  Year Built: 1977,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.238,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 11002200450111B,  Location: 1.6 MI E HINDS CL (Lat: 32.412475,  Lng: -90.155942),  Route carried "on" structure: Interstate 220,  Year Built: 1977,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.353,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 21000510451068,  Location: 0.7 MI N I 55 (Lat: 32.413158,  Lng: -90.139703),  Route carried "on" structure: US 51,  Year Built: 1984,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20,  Features Intersected: PURPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $93,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $340,000,000

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Structure Number: 41000550451044,  Location: 0.2 MI N NATCHEZ TRACE (Lat: 32.430889,  Lng: -90.144667),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 11.90m (39.04ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: OLD AGENCY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 88,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550451023,  Location: HINDS/MADISON CL (Lat: 32.399794,  Lng: -90.145617),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.311,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 410,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570127P,  Location: 11.14 MILES FROM MS ROUTE (Lat: 32.426972,  Lng: -90.104750),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,500 (year 2012),  Average Future Daily Traffic: 2,750 (year 2032),  Design Load: H 15,  Features Intersected: BRASHEAR'S CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.790,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $80,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570135P,  Location: 12.65 MILES SOUTH OF MS R (Lat: 32.426333,  Lng: -90.129917),  Route carried "on" structure: Federal lands road 1,  Year Built: 1965,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,155 (year 2012),  Average Future Daily Traffic: 6,770 (year 2032),  Design Load: H 15,  Features Intersected: U.S. ROUTE 51,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.266,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 28.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $727,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570136P,  Location: 0.2 MILES FROM U.S. ROUTE (Lat: 32.426483,  Lng: -90.133750),  Route carried "on" structure: Federal lands road 1,  Year Built: 1965,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 6,155 (year 2012),  Average Future Daily Traffic: 6,770 (year 2032),  Design Load: H 15,  Features Intersected: ILLINOIS CENTRAL RR & CO,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.912,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $396,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570137P,  Location: 0.4 MILES FROM U.S. ROUTE (Lat: 32.426778,  Lng: -90.136556),  Route carried "on" structure: Federal lands road 1,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,155 (year 2012),  Average Future Daily Traffic: 6,770 (year 2032),  Design Load: H 20,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.830,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570138P,  Location: 0.9 MILES FROM MS ROUTE 5 (Lat: 32.428306,  Lng: -90.143972),  Route carried "on" structure: Federal lands road 1,  Year Built: 2003,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 6,155 (year 2012),  Average Future Daily Traffic: 6,770 (year 2032),  Design Load: H 15,  Features Intersected: I-55,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.027,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $57,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570307P,  Location: 10.38 MILES FROM MS ROUTE (Lat: 32.425139,  Lng: -90.092528),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,500 (year 2012),  Average Future Daily Traffic: 2,750 (year 2032),  Design Load: H 20,  Features Intersected: CULLEY CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.010,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $20,000 ( Estimate for 2018)

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Structure Number: 5570473P,  Location: 3P PROJECT SECTION (Lat: 32.429444,  Lng: -90.148917),  Route carried "on" structure: Federal lands road ,  Year Built: 1999,  Status: Open,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 210 (year 2012),  Average Future Daily Traffic: 231 (year 2032),  Features Intersected: HIGHLAND COLONY PARKWAY,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.495,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $33,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570474P,  Location: 3O PROJECT SECTION. (Lat: 32.415867,  Lng: -90.217831),  Route carried "on" structure: Federal lands road ,  Year Built: 1997,  Status: Posted for load-capacity,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 210 (year 2005),  Average Future Daily Traffic: 231 (year 2025),  Design Load: HS 20,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.620,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570475P,  Location: 3O PROJECT SECTION. (Lat: 32.422294,  Lng: -90.199469),  Route carried "on" structure: Federal lands road ,  Year Built: 1998,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 210 (year 2010),  Average Future Daily Traffic: 231 (year 2030),  Design Load: HS 20,  Features Intersected: LIVINGSTON ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.764,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $69,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570476P,  Location: 3O PROJECT SECTION (Lat: 32.427472,  Lng: -90.183278),  Route carried "on" structure: Federal lands road ,  Year Built: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 210 (year 2012),  Average Future Daily Traffic: 231 (year 2032),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.240,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $21,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570477P,  Location: 3O PROJECT SECTION (Lat: 32.428000,  Lng: -90.181833),  Route carried "on" structure: Federal lands road ,  Year Built: 1996,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 210 (year 2012),  Average Future Daily Traffic: 231 (year 2032),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.530,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.3 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $29,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570478P,  Location: 3O PROJECT SECTION (Lat: 32.428167,  Lng: -90.183806),  Route carried "on" structure: Federal lands road ,  Year Built: 1996,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 210 (year 2012),  Average Future Daily Traffic: 231 (year 2032),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.530,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570479P,  Location: 3O PROJECT SECTION. (Lat: 32.428861,  Lng: -90.178556),  Route carried "on" structure: Federal lands road ,  Year Built: 1996,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 210 (year 2005),  Average Future Daily Traffic: 231 (year 2025),  Design Load: HS 20,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.850,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $50,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570480P,  Location: 3O PROJECT SECTION (Lat: 32.428750,  Lng: -90.182222),  Route carried "on" structure: Federal lands road ,  Year Built: 1996,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 210 (year 2012),  Average Future Daily Traffic: 231 (year 2032),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.850,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $330,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570483P,  Location: 0.3 MI. WEST OF I-55 IN J (Lat: 32.428806,  Lng: -90.145833),  Route carried "on" structure: Federal lands road 11,  Year Built: 2001,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 1,250 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,500 (year 2032),  Design Load: HS 20,  Features Intersected: I-55 CONNECTOR RAMP,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.866,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.3m (148.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570484P,  Location: 11.18 MILES FROM MS ROUTE (Lat: 32.427167,  Lng: -90.106333),  Route carried "on" structure: Federal lands road 1,  Year Built: 2005,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 250 (year 2012),  Average Future Daily Traffic: 300 (year 2032),  Design Load: HL 93,  Features Intersected: AIRPORT ROAD (OLD CANTON,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 166.720,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $54,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4500000000003,  Location: SEC 27 T 7N R 1E B (Lat: 32.426389,  Lng: -90.179722),  Route carried "on" structure: County highway 7302,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 930 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,395 (year 2035),  Design Load: H 15,  Features Intersected: WHITE OAK CREEK,  Facility Carried by Structure: OLD AGENCY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4500000000004,  Location: SEC 28 T 7N R 1E (Lat: 32.422722,  Lng: -90.208639),  Route carried "on" structure: County highway 272,  Year Built: 1990,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 75 (year 2034),  Design Load: H 15,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: RAUSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  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: 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: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 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,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4500000000009,  Location: SEC 28 T 7N R 2E (Lat: 32.421278,  Lng: -90.098111),  Route carried "on" structure: County highway 6938,  Year Built: 1967,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: HS 15,  Features Intersected: BRASHEAR CREEK,  Facility Carried by Structure: RICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $994,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,491,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4500000000011,  Location: SEC 33 T 7N R 2E (Lat: 32.411944,  Lng: -90.093889),  Route carried "on" structure: County highway 6945,  Year Built: 1966,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 28,000 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,000 (year 2033),  Design Load: HS 15,  Features Intersected: BRASHEAR CREEK,  Facility Carried by Structure: LAKE HARBOUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $447,000 ( Estimate for 2014)

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Structure Number: SA4500000000189,  Location: SEC 24 T 7N R 1E (Lat: 32.440694,  Lng: -90.153361),  Route carried "on" structure: City street 3508,  Year Built: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 600 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 900 (year 2035),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: STEED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.550,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11000550451026A,  Location: 0.3 MI N HINDS CL (Lat: 32.404881,  Lng: -90.145950),  Route carried "under" structure: US 51,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 51 & CNIC RR,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.581,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 11000550451026A,  Location: 0.3 MI N HINDS CL (Lat: 32.404881,  Lng: -90.145950),  Route carried "under" structure: US 51,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 51 & CNIC RR,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.581,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 11000550451026B,  Location: 0.3 MI N HINDS CL (Lat: 32.405119,  Lng: -90.145769),  Route carried "under" structure: US 51,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 51 & CNIC RR,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.62m (18.44ft),  Kilometerpoint: 0.613,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 11000550451026B,  Location: 0.3 MI N HINDS CL (Lat: 32.405119,  Lng: -90.145769),  Route carried "under" structure: US 51,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 51 & CNIC RR,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.613,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 11000550451031A,  Location: 0.8 MI N HINDS CL (Lat: 32.412681,  Lng: -90.148481),  Route carried "under" structure: Ramp Interstate 220,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: I 220E TO I 55 NORTH,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.396,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 11000550451031B,  Location: 0.8 MI N HINDS CL (Lat: 32.412819,  Lng: -90.148211),  Route carried "under" structure: Ramp Interstate 220,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 220E TO I 55 NORTH,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.425,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 11000550451042,  Location: I-55 UNDER NATCHEZ TRACE (Lat: 32.428289,  Lng: -90.144131),  Route carried "under" structure: Interstate 55,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 36.423,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 11000550451042,  Location: I-55 UNDER NATCHEZ TRACE (Lat: 32.428211,  Lng: -90.143800),  Route carried "under" structure: Interstate 55,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2017),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 3.267,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 21000510451079,  Location: 2.3 MI N HINDS CL (Lat: 32.426300,  Lng: -90.129839),  Route carried "under" structure: US 51,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 51,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 3.401,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 21000510451079,  Location: 2.3 MI N HINDS CL (Lat: 32.426289,  Lng: -90.130019),  Route carried "under" structure: US 51,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 51,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.022,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41000550451044,  Location: 0.2 MI N NATCHEZ TRACE (Lat: 32.430800,  Lng: -90.144231),  Route carried "under" structure: Interstate 55,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: OLD AGENCY ROAD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 36.143,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 41000550451044,  Location: 0.2 MI N NATCHEZ TRACE (Lat: 32.430739,  Lng: -90.143900),  Route carried "under" structure: Interstate 55,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: OLD AGENCY ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 3.549,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 51000550451023,  Location: HINDS/MADISON CL (Lat: 32.399781,  Lng: -90.145239),  Route carried "under" structure: Interstate 55,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 51000550451023,  Location: HINDS/MADISON CL (Lat: 32.399781,  Lng: -90.145031),  Route carried "under" structure: Interstate 55,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 44.061,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 51000550451035,  Location: 0.3 MI N I 220 (Lat: 32.419597,  Lng: -90.145969),  Route carried "under" structure: Interstate 55,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 59,500 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: LAKE HARBOUR DRIVE
Minimum Vertical Clearance: 5.20m (17.06ft),  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 51000550451035,  Location: 0.3 MI N I 220 (Lat: 32.419567,  Lng: -90.145631),  Route carried "under" structure: Interstate 55,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 59,500 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: LAKE HARBOUR DRIVE
Minimum Vertical Clearance: 5.65m (18.54ft),  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)