Bridge Statistics for Pascola, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1197,  Location: S 35 T 19 N R 11 E (Lat: 36.233983,  Lng: -89.825967),  Route carried "on" structure: US 412,  Year Built: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,313 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,379 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DRAIN DTCH NO 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.997,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 11978,  Location: S 35 T 19 N R 11 E (Lat: 36.233958,  Lng: -89.840558),  Route carried "on" structure: US 412,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,551 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,819 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ELK CHUTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.685,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: March 2021

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Structure Number: 32211,  Location: S 22 T 19 N R 11 E (Lat: 36.262708,  Lng: -89.862083),  Route carried "on" structure: County highway 279,  Year Built: 2006,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 46 (year 2041),  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 32767,  Location: S 15 T 19 N R 11 E (Lat: 36.291472,  Lng: -89.844172),  Route carried "on" structure: County highway 221,  Year Built: 2007,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 45 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 59 (year 2041),  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 3557,  Location: S 13 T 45 N R 4 E (Lat: 38.642228,  Lng: -90.510383),  Route carried "on" structure: Interstate 64,  Year Built: 1985,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 63,579 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 79,474 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CO NORTH FORTY DR TO SOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.259,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3558,  Location: S 23 T 44 N R 11 W (Lat: 38.540528,  Lng: -92.106439),  Route carried "on" structure: US 50,  Year Built: 1984,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 9,680 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,940 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MOREAU RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,596,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,394,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3758,  Location: S 23 T 55 N R 10 W (Lat: 39.531194,  Lng: -91.992192),  Route carried "on" structure: State highway 15,  Year Built: 1988,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 779 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 1,207 (year 2041),  Design Load: HS 20,  Features Intersected: OTTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.222,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 377,  Location: S 12 T 27 N R 31 W (Lat: 37.081408,  Lng: -94.264239),  Route carried "on" structure: Interstate 44,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 16,855 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 30,339 (year 2041),  Design Load: HS 20,  Features Intersected: JENKINS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.983,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3909,  Location: S 13 T 36 N R 4 E (Lat: 37.825958,  Lng: -90.539094),  Route carried "on" structure: State highway 32,  Year Built: 1996,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 7,760 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,192 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FLAT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 396.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 4751,  Location: S 2 T 18 N R 11 E (Lat: 36.233744,  Lng: -89.841169),  Route carried "on" structure: ServiceState highway 412,  Year Built: 1924,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 214 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 321 (year 2041),  Design Load: H 15,  Features Intersected: ELK CHUTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 5649,  Location: S 1 T 18 N R 11 E (Lat: 36.233794,  Lng: -89.826072),  Route carried "on" structure: ServiceState highway 412,  Year Built: 1932,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 214 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 321 (year 2041),  Design Load: H 20,  Features Intersected: LATERAL DTCH NO 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.842,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6221,  Location: S 11 T 19 N R 11 E (Lat: 36.291697,  Lng: -89.826442),  Route carried "on" structure: State highway B,  Year Built: 1949,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 928 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,392 (year 2041),  Design Load: H 15,  Features Intersected: DRAIN DTCH NO 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.747,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6821,  Location: S 11 T 18 N R 11 E (Lat: 36.217956,  Lng: -89.825706),  Route carried "on" structure: State highway Z,  Year Built: 1956,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 499 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 749 (year 2041),  Design Load: H 10,  Features Intersected: MAIN DTCH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.804,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $765,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,148,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous