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

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Structure Number: 10026,  Location: S 2 T 24 N R 20 W (Lat: 36.796889,  Lng: -93.064106),  Route carried "on" structure: State highway AA,  Year Built: 1900,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 390 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 819 (year 2041),  Features Intersected: HODGE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10067,  Location: S 14 T 24 N R 8 W (Lat: 36.741303,  Lng: -91.820889),  Route carried "on" structure: US 160,  Year Built: 1931,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 3,855 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,168 (year 2041),  Design Load: H 10,  Features Intersected: BR OF HOWELL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 381.747,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022)

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Structure Number: 10069,  Location: S 7 T 22 N R 15 W (Lat: 36.603811,  Lng: -92.425183),  Route carried "on" structure: US 160,  Year Built: 1975,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 3,560 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,476 (year 2041),  Design Load: H 20,  Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 313.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Internally Sealed

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Structure Number: 10072,  Location: S 13 T 22 N R 17 W (Lat: 36.583889,  Lng: -92.775806),  Route carried "on" structure: US 160,  Year Built: 1974,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 491 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,154 (year 2041),  Design Load: H 15,  Features Intersected: MORRIS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 276.838,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: April 2021

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Structure Number: 10074,  Location: S 1 T 26 N R 22 W (Lat: 36.982867,  Lng: -93.291914),  Route carried "on" structure: US 160,  Year Built: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,932 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,881 (year 2041),  Design Load: H 20,  Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 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 minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 1013,  Location: S 34 T 43 N R 6 E (Lat: 38.503514,  Lng: -90.338514),  Route carried "on" structure: Interstate 255,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 51,150 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 63,938 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 55, RP IS270W TO IS55
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 5.901,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

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Structure Number: 1014,  Location: S 34 T 43 N R 6 E (Lat: 38.503372,  Lng: -90.338594),  Route carried "on" structure: Interstate 255,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 44,129 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,161 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP IS270W TO IS55N, IS 5
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.394,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

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Structure Number: 1788,  Location: S 35 T 31 N R 9 E (Lat: 37.314606,  Lng: -90.028372),  Route carried "on" structure: City street ,  Year Built: 1908,  Status: Closed,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2039),  Features Intersected: CROOKED CR,  Facility Carried by Structure: GLEN ALLEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Serious,  Channel: Fair,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $436,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 19196,  Location: S 4 T 30 N R 9 E (Lat: 37.303028,  Lng: -90.054722),  Route carried "on" structure: County highway 214,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 35 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 42 (year 2039),  Features Intersected: BR OF CROOKED CR,  Facility Carried by Structure: COUNTY RD 506
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: 9.1m (29.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19417,  Location: S 34 T 31 N R 9 E (Lat: 37.323875,  Lng: -90.032503),  Route carried "on" structure: County highway 220,  Year Built: 1923,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 60 (year 2039),  Features Intersected: CROOKED CR,  Facility Carried by Structure: COUNTY RD 804
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34215,  Location: S 34 T 31 N R 9 E (Lat: 37.313900,  Lng: -90.033600),  Route carried "on" structure: State highway 34,  Year Built: 2012,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,332 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,331 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GIMLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.641,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: January 2022

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Structure Number: 7404,  Location: S 34 T 31 N R 9 E (Lat: 37.317439,  Lng: -90.049019),  Route carried "on" structure: State highway ZZ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 417 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 626 (year 2041),  Design Load: H 15,  Features Intersected: LIT CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.339,  Lanes on structure: 1,  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: 3,  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: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 25.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $819,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 7405,  Location: S 35 T 31 N R 9 E (Lat: 37.316811,  Lng: -90.029475),  Route carried "on" structure: State highway ZZ,  Year Built: 1961,  Year Reconstructed: 2018,  Status: Posted for load,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 417 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 626 (year 2041),  Design Load: H 15,  Features Intersected: LIT CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 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: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing