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

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Structure Number: 21000110121395,  Location: 5.1 MI N SR 18 (Lat: 32.109517,  Lng: -88.856917),  Route carried "on" structure: US 11,  Year Built: 1925,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 610 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 610 (year 2040),  Design Load: HS 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.906,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 99.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 31005130120077,  Location: 3.7 MI E US 514 (Lat: 32.134039,  Lng: -88.784769),  Route carried "on" structure: State highway 513,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.009,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 3100513012008,  Location: 3.4 MI E SR 514 (Lat: 32.135450,  Lng: -88.789711),  Route carried "on" structure: State highway 513,  Year Built: 1949,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $85,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $345,000,000

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Structure Number: 31005130120084,  Location: 3.0 MI E SR 514 (Lat: 32.138731,  Lng: -88.796500),  Route carried "on" structure: State highway 513,  Year Built: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.245,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Bridge Improvement Cost: $19,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $254,000,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31005130120098,  Location: 1.6 MI S SR 514 (Lat: 32.155750,  Lng: -88.806819),  Route carried "on" structure: State highway 513,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WATERMILL DAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 3100514012004,  Location: 4.0 MI E SR 513 (Lat: 32.170669,  Lng: -88.747733),  Route carried "on" structure: State highway 514,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: SA1200000000076,  Location: SEC 1 T 3N R14E B (Lat: 32.130253,  Lng: -88.811853),  Route carried "on" structure: County highway 1331,  Year Built: 1980,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 1,368 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,051 (year 2042),  Design Load: HS 20,  Features Intersected: CHICKASAWHAY RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.726,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,700,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,000,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1200000000077,  Location: SEC 10 T 3N R14E B (Lat: 32.112111,  Lng: -88.858558),  Route carried "on" structure: County highway 172,  Year Built: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 140 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 210 (year 2041),  Design Load: H 15,  Features Intersected: GORDON CREEK,  Facility Carried by Structure: CO RD 330
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.816,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1200000000078,  Location: SEC 12 T 3N R14E B (Lat: 32.114028,  Lng: -88.816361),  Route carried "on" structure: County highway 1331,  Year Built: 2009,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 560 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 840 (year 2041),  Design Load: HS 20,  Features Intersected: MCCANTS CREEK,  Facility Carried by Structure: CO RD 320
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.990,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1200000000079,  Location: SEC 13 T 3N R14E B (Lat: 32.106556,  Lng: -88.818806),  Route carried "on" structure: County highway 1331,  Year Built: 2009,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF CHICKASAWHAY RIVER,  Facility Carried by Structure: CO RD 320
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.346,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1200000000084,  Location: SEC 2 T 3N R15E B (Lat: 32.134278,  Lng: -88.730667),  Route carried "on" structure: County highway 985,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2038),  Design Load: HS 20,  Features Intersected: BR OF ARCHUSA CREEK,  Facility Carried by Structure: CO RD 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: SA1200000000085,  Location: SEC 3 T 3N R15E B (Lat: 32.129489,  Lng: -88.746819),  Route carried "on" structure: County highway 146,  Year Built: 1976,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 220 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2038),  Design Load: H 15,  Features Intersected: ARCHUSA CREEK,  Facility Carried by Structure: CO RD 160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  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: 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: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $276,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1200000000086,  Location: SEC 3 T 3N R15E B (Lat: 32.138367,  Lng: -88.754075),  Route carried "on" structure: County highway 985,  Year Built: 1975,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 760 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,140 (year 2041),  Design Load: H 15,  Features Intersected: ARCHUSA CREEK,  Facility Carried by Structure: CO RD 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.081,  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: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $630,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1200000000087,  Location: SEC 6 T 3N R15E B (Lat: 32.130611,  Lng: -88.798861),  Route carried "on" structure: County highway 1331,  Year Built: 1990,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 860 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,290 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF JOHNS BRANCH,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.852,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021