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


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  • National Bridge Inventory (NBI) Statistics
  • 50Number of bridges
  • 444m1,457ftTotal length
  • $1,274,000Total costs
  • 878,972Total average daily traffic
  • 104,541Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Wentzville
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 21960-1969
  • 191970-1979
  • 131980-1989
  • 21990-1999
  • 132000-2009

Reconstructed bridges - Historical Statistics

  • 41990-1999
  • 32000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 12101,  Location: S 26 T 47 N R 1 E (Lat: 38.810056,  Lng: -90.874772),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 11,146 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,062 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70,  Facility Carried by Structure: WENTZVILLE PKWY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.074,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: September 13,  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: 1718,  Location: S 30 T 47 N R 2 E (Lat: 38.808400,  Lng: -90.840236),  Route carried "on" structure: US 61,  Year Built: 1971,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 21,197 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,034 (year 2035),  Design Load: HS 20,  Features Intersected: IS 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.394,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1997,  Location: S 25 T 47 N R 1 E (Lat: 38.800200,  Lng: -90.854956),  Route carried "on" structure: State highway Z,  Year Built: 1969,  Status: Open,  Structure Length: 7.42m (24.34ft),  Average Daily Traffic: 18,351 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,031 (year 2035),  Design Load: H 20,  Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.679,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2199,  Location: S 30 T 47 N R 2 E (Lat: 38.804267,  Lng: -90.832319),  Route carried "on" structure: Ramp State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 12,028 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 20,447 (year 2035),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: RP US40E TO IS70E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2199,  Location: S 33 T 47 N R 1 E (Lat: 38.785392,  Lng: -90.910617),  Route carried "on" structure: County highway 344,  Year Built: 1988,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,036 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,280 (year 2034),  Design Load: HS 20,  Features Intersected: SAMS CR,  Facility Carried by Structure: POINT PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2402,  Location: S 19 T 47 N R 2 E (Lat: 38.812875,  Lng: -90.841906),  Route carried "on" structure: US 61,  Year Built: 1973,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 25,766 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 43,802 (year 2035),  Design Load: HS 20,  Features Intersected: CST PEARCE BLVD, CST PIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.841,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Other Special Inspection Date: September 13,  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: 2403,  Location: S 19 T 47 N R 2 E (Lat: 38.812883,  Lng: -90.841569),  Route carried "on" structure: US 61,  Year Built: 1976,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 28,144 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,844 (year 2035),  Design Load: HS 20,  Features Intersected: CST PEARCE BLVD, CST PIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.535,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Other Special Inspection Date: September 13,  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: 24057,  Location: S 33 T 47 N R 1 E (Lat: 38.794733,  Lng: -90.910581),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 777 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,709 (year 2034),  Design Load: H 10,  Features Intersected: PERQUE CR,  Facility Carried by Structure: POINT PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24058,  Location: S 24 T 47 N R 1 E (Lat: 38.821686,  Lng: -90.859317),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,593 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,669 (year 2034),  Design Load: HS 20,  Features Intersected: BR-DRY BR OF MCCOY,  Facility Carried by Structure: MEYER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 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 14
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Structure Number: 24059,  Location: S 23 T 47 N R 1 E (Lat: 38.823847,  Lng: -90.854892),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 23,710 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,751 (year 2034),  Features Intersected: TRIB OF MCCOY CR,  Facility Carried by Structure: WENTZVILLE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  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: 54.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 2411,  Location: S 24 T 47 N R 1 E (Lat: 38.823136,  Lng: -90.849183),  Route carried "on" structure: State highway A,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 11,085 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,953 (year 2035),  Design Load: H 20,  Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.1 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Other Special Inspection Date: March 13,  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: 24285,  Location: S 25 T 47 N R 1 E (Lat: 38.800278,  Lng: -90.856861),  Route carried "on" structure: County highway 475,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 22 (year 2034),  Features Intersected: TRIB OF PERUQUE CR,  Facility Carried by Structure: OLD HWY Z
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $163,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28845,  Location: S 22 T 47 N R 1 E (Lat: 38.783789,  Lng: -90.847514),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,776 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,403 (year 2034),  Features Intersected: TRIB OF PERQUE CR,  Facility Carried by Structure: PERRY CATE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 30074,  Location: S 19 T 47 N R 2 E (Lat: 38.811625,  Lng: -90.841847),  Route carried "on" structure: Ramp State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 33.56m (110.10ft),  Average Daily Traffic: 1,818 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,090 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RP PITMAN AVE TO US61S,,,  Facility Carried by Structure: RP US61S TO US40W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 30547,  Location: S 22 T 47 N R 1 E (Lat: 38.825000,  Lng: -90.888333),  Route carried "on" structure: City street 279,  Year Built: 2005,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 10,781 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,711 (year 2034),  Design Load: HS 20,  Features Intersected: DRY BR,  Facility Carried by Structure: W MEYER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.5 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  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: 30678,  Location: S 21 T 47 N R 1 E (Lat: 38.825319,  Lng: -90.923028),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,527 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,367 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO MCCOY CR,  Facility Carried by Structure: W MEYER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31841,  Location: S 29 T 47 N R 2 E (Lat: 38.795981,  Lng: -90.819256),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 7,952 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,313 (year 2035),  Design Load: HS 25,  Features Intersected: IS 64,  Facility Carried by Structure: PROSPECT RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.533,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  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: September 13,  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: 3464,  Location: S 888 T 47 N R 2 E (Lat: 38.809281,  Lng: -90.807997),  Route carried "on" structure: State highway A,  Year Built: 1982,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 9,666 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,398 (year 2035),  Design Load: HS 20,  Features Intersected: CST PITMAN ST, NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.847,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 3465,  Location: S 888 T 47 N R 2 E (Lat: 38.805403,  Lng: -90.807761),  Route carried "on" structure: Interstate 70,  Year Built: 1983,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 38,813 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 65,982 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RT A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 341.074,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 3466,  Location: S 888 T 47 N R 2 E (Lat: 38.805572,  Lng: -90.807725),  Route carried "on" structure: Interstate 70,  Year Built: 1982,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 40,982 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 69,669 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RT A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.242,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $741,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,111,000 ( Estimate for 2015),  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: 3467,  Location: S 888 T 47 N R 2 E (Lat: 38.807028,  Lng: -90.807486),  Route carried "on" structure: State highway A,  Year Built: 1982,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 9,666 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,398 (year 2035),  Design Load: HS 20,  Features Intersected: BR OF PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.156,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 2 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: Satisfactory,  Operating Rating: 87.3 metric tons,  Inventory Rating: 52.2 metric tons,  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: November 13
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Structure Number: 3535,  Location: S 25 T 47 N R 1 E (Lat: 38.805606,  Lng: -90.854686),  Route carried "on" structure: Interstate 70,  Year Built: 1985,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 36,176 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 61,499 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RT Z
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 336.996,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.9 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: Better than present minimum criteria,  Deck Geometry: Equal to 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: September 13,  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: 3537,  Location: S 25 T 47 N R 1 E (Lat: 38.805731,  Lng: -90.854639),  Route carried "on" structure: Interstate 70,  Year Built: 1985,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 35,612 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 60,540 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RT Z
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.327,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 4877,  Location: S 145 T 47 N R 1 E (Lat: 38.858644,  Lng: -90.874397),  Route carried "on" structure: US 61,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 22,647 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 38,499 (year 2035),  Design Load: H 20,  Features Intersected: MCCOY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.451,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6271,  Location: S 30 T 47 N R 2 E (Lat: 38.806494,  Lng: -90.835956),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 25,082 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,639 (year 2035),  Design Load: H 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.172,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Other Special Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 639,  Location: S 30 T 47 N R 2 E (Lat: 38.806372,  Lng: -90.839314),  Route carried "on" structure: US 61,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 21,197 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,034 (year 2035),  Design Load: H 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.629,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.3 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: Better than present minimum criteria,  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: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12101,  Location: S 26 T 47 N R 1 E (Lat: 38.810056,  Lng: -90.874772),  Route carried "under" structure: Interstate 70,  Year Built: 2001,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 28,807 (year 2014),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: WENTZVILLE PKWY E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 335.121,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 12101,  Location: S 26 T 47 N R 1 E (Lat: 38.810056,  Lng: -90.874772),  Route carried "under" structure: Interstate 70,  Year Built: 2001,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 36,547 (year 2014),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: WENTZVILLE PKWY E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 67.255,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 1718,  Location: S 30 T 47 N R 2 E (Lat: 38.808400,  Lng: -90.840236),  Route carried "under" structure: Interstate 64,  Year Built: 1971,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 10,635 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 65.668,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 2199,  Location: S 30 T 47 N R 2 E (Lat: 38.804267,  Lng: -90.832319),  Route carried "under" structure: Interstate 64,  Year Built: 1971,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 25,082 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: RP US40E TO IS70E
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 64.821,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 2402,  Location: S 19 T 47 N R 2 E (Lat: 38.812875,  Lng: -90.841906),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 7,458 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PEARCE BLVD,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 8.12m (26.64ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 2402,  Location: S 19 T 47 N R 2 E (Lat: 38.812875,  Lng: -90.841906),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 2,480 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PITMAN AVE,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 8.69m (28.51ft),  Kilometerpoint: 0.099,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 2403,  Location: S 19 T 47 N R 2 E (Lat: 38.812883,  Lng: -90.841569),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 2,480 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PITMAN AVE,  Facility Carried by Structure: US 61 N
Minimum Vertical Clearance: 0.79m (2.59ft),  Kilometerpoint: 1.016,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 2403,  Location: S 19 T 47 N R 2 E (Lat: 38.812883,  Lng: -90.841569),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 7,458 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PEARCE BLVD,  Facility Carried by Structure: US 61 N
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 2411,  Location: S 24 T 47 N R 1 E (Lat: 38.823136,  Lng: -90.849183),  Route carried "under" structure: US 61,  Year Built: 1973,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 24,753 (year 2014),  Truck Traffic: 13%,  Features Intersected: US 61,  Facility Carried by Structure: RT A E
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 414.917,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 2411,  Location: S 24 T 47 N R 1 E (Lat: 38.823136,  Lng: -90.849183),  Route carried "under" structure: US 61,  Year Built: 1973,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 30,902 (year 2014),  Truck Traffic: 14%,  Features Intersected: US 61,  Facility Carried by Structure: RT A E
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 217.595,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 30074,  Location: S 19 T 47 N R 2 E (Lat: 38.811625,  Lng: -90.841847),  Route carried "under" structure: Ramp State highway ,  Year Built: 2003,  Structure Length: 33.56m (110.10ft),  Average Daily Traffic: 3,245 (year 2014),  Truck Traffic: 10%,  Features Intersected: RP PITMAN AVE TO US61S,  Facility Carried by Structure: RP US61S TO US40W
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 30074,  Location: S 19 T 47 N R 2 E (Lat: 38.811625,  Lng: -90.841847),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 33.56m (110.10ft),  Average Daily Traffic: 7,458 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PEARCE BLVD,  Facility Carried by Structure: RP US61S TO US40W
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.211,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 30074,  Location: S 19 T 47 N R 2 E (Lat: 38.811625,  Lng: -90.841847),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 33.56m (110.10ft),  Average Daily Traffic: 2,480 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PITMAN AVE,  Facility Carried by Structure: RP US61S TO US40W
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.951,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 31841,  Location: S 29 T 47 N R 2 E (Lat: 38.795981,  Lng: -90.819256),  Route carried "under" structure: Interstate 64,  Year Built: 2009,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 23,920 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: PROSPECT RD E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 63.349,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 31841,  Location: S 29 T 47 N R 2 E (Lat: 38.795981,  Lng: -90.819256),  Route carried "under" structure: Interstate 64,  Year Built: 2009,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 29,933 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: PROSPECT RD E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.306,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 3464,  Location: S 888 T 47 N R 2 E (Lat: 38.809281,  Lng: -90.807997),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 1,098 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST PITMAN ST,  Facility Carried by Structure: RT A E
Minimum Vertical Clearance: 10.39m (34.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 3465,  Location: S 888 T 47 N R 2 E (Lat: 38.805403,  Lng: -90.807761),  Route carried "under" structure: State highway A,  Year Built: 1983,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,666 (year 2014),  Truck Traffic: 10%,  Features Intersected: RT A,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 5.345,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3466,  Location: S 888 T 47 N R 2 E (Lat: 38.805572,  Lng: -90.807725),  Route carried "under" structure: State highway A,  Year Built: 1982,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 9,666 (year 2014),  Truck Traffic: 10%,  Features Intersected: RT A,  Facility Carried by Structure: IS 70 W
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.329,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3535,  Location: S 25 T 47 N R 1 E (Lat: 38.805606,  Lng: -90.854686),  Route carried "under" structure: State highway Z,  Year Built: 1985,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 17,371 (year 2014),  Truck Traffic: 10%,  Features Intersected: RT Z,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 3537,  Location: S 25 T 47 N R 1 E (Lat: 38.805731,  Lng: -90.854639),  Route carried "under" structure: State highway Z,  Year Built: 1985,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 17,371 (year 2014),  Truck Traffic: 10%,  Features Intersected: RT Z,  Facility Carried by Structure: IS 70 W
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 6271,  Location: S 30 T 47 N R 2 E (Lat: 38.806494,  Lng: -90.835956),  Route carried "under" structure: Interstate 70,  Year Built: 1971,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 38,499 (year 2014),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 63.733,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 6271,  Location: S 30 T 47 N R 2 E (Lat: 38.806494,  Lng: -90.835956),  Route carried "under" structure: Interstate 70,  Year Built: 1971,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 38,813 (year 2014),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 33.866,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 639,  Location: S 30 T 47 N R 2 E (Lat: 38.806372,  Lng: -90.839314),  Route carried "under" structure: Interstate 70,  Year Built: 1971,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 38,813 (year 2014),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 338.367,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 639,  Location: S 30 T 47 N R 2 E (Lat: 38.806372,  Lng: -90.839314),  Route carried "under" structure: Interstate 70,  Year Built: 1971,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 38,499 (year 2014),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 6.402,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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