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

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Structure Number: 10041, Location: S 31 T 45 N R 5 E (Lat: 38.590458, Lng: -90.509189), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2009, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 16,500 (year 2032), Design Load: H 10, Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: NEW MERAMEC STATIO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 24 months, Inspection Date: October 10, 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: 15661, Location: S 36 T 45 N R 4 E (Lat: 38.598425, Lng: -90.528753), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,328 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 14,925 (year 2030), Design Load: HS 20, Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: BAXTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20503, Location: S 1 T 44 N R 4 E (Lat: 38.584297, Lng: -90.529028), Route carried "on" structure: City street , Year Built: 1987, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,755 (year 2031), Design Load: HS 20, Features Intersected: FISHPOT CR, Facility Carried by Structure: LINDY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, 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: 20505, Location: S T 45N R 4E (Lat: 38.595650, Lng: -90.523442), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,350 (year 2031), Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: SPRING MEADOWS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $16,000, Total Project Cost: $242,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 20507, Location: S T 45N R 4E (Lat: 38.590250, Lng: -90.511794), Route carried "on" structure: City street , Year Built: 1976, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,100 (year 2031), Design Load: HS 20, Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: OLD MERAMEC STA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20508, Location: S T 45N R 5E (Lat: 38.589344, Lng: -90.506883), Route carried "on" structure: City street , Year Built: 1977, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 4,050 (year 2031), Design Load: HS 20, Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: HOWARD GEORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, 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: 20509, Location: S T 45N R 5E (Lat: 38.591078, Lng: -90.501928), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,400 (year 2031), Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: ENCHANTED PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 16.4m (53.8ft)

Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12

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Structure Number: 20511, Location: 1000 FT S OF MANCHESTER (Lat: 38.590903, Lng: -90.514161), Route carried "on" structure: City street , Year Built: 1979, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2031), Features Intersected: GRAND GLAZE CR, Facility Carried by Structure: OLD SULPHER SPRNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12

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Structure Number: 28382, Location: S 12 T 44 N R 4 E (Lat: 38.572244, Lng: -90.515339), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 432 (year 2031), Design Load: H 10, Features Intersected: FISHPOT CR, Facility Carried by Structure: BIG BEND WOODS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, 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: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 12

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Structure Number: 28383, Location: S 8 T 44 N R 5 E (Lat: 38.571686, Lng: -90.481494), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,375 (year 2031), Design Load: H 10, Features Intersected: BR GRAND GLAIZE CR, Facility Carried by Structure: COUNTRY STONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 12

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Structure Number: 31359, Location: S (Lat: 38.594956, Lng: -90.522419), Route carried "on" structure: City street 263, Year Built: 2005, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,700 (year 2031), Design Load: HS 20, Features Intersected: GRAND GLAIZE CR, Facility Carried by Structure: N W ENTRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.1 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 441, Location: S 31 T 45 N R 4 E (Lat: 38.592783, Lng: -90.508711), Route carried "on" structure: State highway 141, Year Built: 1997, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 38,086 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 47,607 (year 2032), Design Load: HS 20, Features Intersected: MO 100, RP MO141S TO MO1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.991, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.0m (196.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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 10, 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: 4411, Location: S 31 T 45 N R 4 E (Lat: 38.590433, Lng: -90.508686), Route carried "on" structure: State highway 141, Year Built: 1997, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 25,465 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 31,831 (year 2032), Design Load: HS 20, Features Intersected: GRAND GLAIZE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.110, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, 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: 4419, Location: S 31 T 45 N R 4 E (Lat: 38.590433, Lng: -90.508828), Route carried "on" structure: State highway 141, Year Built: 1997, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 23,800 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 29,750 (year 2032), Design Load: HS 20, Features Intersected: GRAND GLAIZE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, 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: 4454, Location: S 36 T 45 N R 4 E (Lat: 38.593236, Lng: -90.520300), Route carried "on" structure: State highway 100, Year Built: 1921, Year Reconstructed: 1962, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 45,353 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 56,691 (year 2032), Design Load: H 20, Features Intersected: GRAND GLAIZE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.158, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.5 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: 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: December 11

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Structure Number: 441, Location: S 31 T 45 N R 4 E (Lat: 38.592783, Lng: -90.508711), Route carried "under" structure: State highway 100, Year Built: 1997, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 22,977 (year 2011), Truck Traffic: 10%, Features Intersected: MO 100, Facility Carried by Structure: MO 141 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 166.167, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 441, Location: S 31 T 45 N R 4 E (Lat: 38.592783, Lng: -90.508711), Route carried "under" structure: State highway 100, Year Built: 1997, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 22,376 (year 2011), Truck Traffic: 10%, Features Intersected: MO 100, Facility Carried by Structure: MO 141 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 29.372, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.0m (196.9ft)