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Bridge Statistics for St. Peters, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 122Number of bridges
  • 943m3,094ftTotal length
  • $956,000Total costs
  • 2,375,950Total average daily traffic
  • 236,929Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for St. Peters
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 61950-1959
  • 11960-1969
  • 51970-1979
  • 151980-1989
  • 471990-1999
  • 212000-2009
  • 262010-2015

Reconstructed bridges - Historical Statistics

  • 11970-1979
  • 01980-1989
  • 91990-1999
  • 32000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 11738,  Location: S 29 T 47 N R 4 E (Lat: 38.798911,  Lng: -90.591611),  Route carried "on" structure: Ramp State highway ,  Year Built: 1994,  Status: Open,  Structure Length: 30.60m (100.39ft),  Average Daily Traffic: 360 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 612 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, MO 370,  Facility Carried by Structure: RP MO370W TO IS70E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.497,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Other Special Inspection Date: November 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: 11739,  Location: S 1786 T 47 N R 4 E (Lat: 38.817486,  Lng: -90.561161),  Route carried "on" structure: State highway 370,  Year Built: 1995,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 22,210 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,757 (year 2035),  Design Load: HS 25,  Features Intersected: CST HARRY S TRUMAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.239,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 66.6 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: October 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: 11742,  Location: S 1799 T 47 N R 4 E (Lat: 38.798525,  Lng: -90.603478),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 6,566 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,818 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, OR 70,  Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.182,  Lanes on structure: 5,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 11953,  Location: S 10 T 46 N R 4 E (Lat: 38.752928,  Lng: -90.553778),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 2,866 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,588 (year 2035),  Design Load: HS 20,  Features Intersected: MO 94,  Facility Carried by Structure: HERITAGE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.4 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 12135,  Location: S 28 T 47 N R 4 E (Lat: 38.797489,  Lng: -90.581025),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 1,910 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,724 (year 2035),  Design Load: HS 25,  Features Intersected: IS 70, OR 70,  Facility Carried by Structure: EXECUTIVE CENTER P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.686,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 20059,  Location: S 292 T 46 N R 3 E (Lat: 38.734542,  Lng: -90.631756),  Route carried "on" structure: County highway 245,  Year Built: 1974,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,684 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,305 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB OF DARDENNE C,  Facility Carried by Structure: PITMAN HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 23075,  Location: COUNTY BR NO SCC-130 (Lat: 38.788333,  Lng: -90.612222),  Route carried "on" structure: City street ,  Year Built: 1987,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 25,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,750 (year 2034),  Features Intersected: BR OF SPENCER CR,  Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 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: 23076,  Location: S 32 T 47 N R 4 E (Lat: 38.791817,  Lng: -90.601331),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 23,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,650 (year 2034),  Features Intersected: SPENCER CR,  Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.231,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 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: 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: January 14
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Structure Number: 23077,  Location: S 4 T 46 N R 4 E (Lat: 38.764533,  Lng: -90.584392),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1999,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,000 (year 2034),  Features Intersected: BR OF SPENCER CR,  Facility Carried by Structure: JUNGERMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 31.5 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $127,000 ( Estimate for 2015)
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Structure Number: 23078,  Location: COUNTY BR NO SCC-502R (Lat: 38.775047,  Lng: -90.587369),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,600 (year 2034),  Features Intersected: SPENCER CR,  Facility Carried by Structure: WILLOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $380,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23079,  Location: S 4 T 46 N R 4 E (Lat: 38.766797,  Lng: -90.583581),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,000 (year 2034),  Features Intersected: BR OF SPENCER CR,  Facility Carried by Structure: JUNGERMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $127,000 ( Estimate for 2015)
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Structure Number: 2308,  Location: S 20 T 45 N R 21 W (Lat: 38.659781,  Lng: -93.253653),  Route carried "on" structure: US 65,  Year Built: 1974,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 6,439 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,980 (year 2035),  Design Load: HS 20,  Features Intersected: FLAT CR
Minimum Vertical Clearance: 32.68m (107.22ft),  Kilometerpoint: 245.979,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2308,  Location: COUNTY BR NO SCC-132 (Lat: 38.787381,  Lng: -90.644728),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 22,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,100 (year 2034),  Design Load: HS 20,  Features Intersected: DARDENNE CR,  Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.288,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  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,  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: 23082,  Location: S 1 T 46 N R 3 E (Lat: 38.768806,  Lng: -90.629472),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,000 (year 2034),  Design Load: HS 20,  Features Intersected: DARDENNE CR,  Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 23083,  Location: .8 MI E OF SPENCER (Lat: 38.780778,  Lng: -90.588153),  Route carried "on" structure: City street 388,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,650 (year 2034),  Design Load: H 20,  Features Intersected: SPENCER CR,  Facility Carried by Structure: SUTTERS MILL RD
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $322,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23084,  Location: S 9 T 46 N R 4 E (Lat: 38.763333,  Lng: -90.576667),  Route carried "on" structure: City street 388,  Year Built: 1975,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,325 (year 2034),  Design Load: H 20,  Features Intersected: SPENCER CR,  Facility Carried by Structure: MILL WOOD DR
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 42.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 28433,  Location: S 17 T 46 N R 4 E (Lat: 38.748278,  Lng: -90.596067),  Route carried "on" structure: City street 388,  Year Built: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,240 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB OF SPENCER CR,  Facility Carried by Structure: MOZARKITE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 28498,  Location: S 1784 T 46 N R 3 E (Lat: 38.744175,  Lng: -90.632086),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2034),  Design Load: HS 20,  Features Intersected: BALTIC CR,  Facility Carried by Structure: CENTRAL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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 14
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Structure Number: 28499,  Location: UNKNOWN (Lat: 38.802083,  Lng: -90.602975),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2034),  Design Load: HS 20,  Features Intersected: NS RR,  Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 4,  Owner: City or Municipal 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: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 285,  Location: UNKNOWN (Lat: 38.795833,  Lng: -90.604722),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2034),  Design Load: HS 20,  Features Intersected: SPENCER CR,  Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 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: 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28501,  Location: S 2 T 46 N R 3 E (Lat: 38.770067,  Lng: -90.649344),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,650 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB OF DARDENNE C,  Facility Carried by Structure: OHMES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.7 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: 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: 2874,  Location: S 12 T 46 N R 3 E (Lat: 38.756389,  Lng: -90.636667),  Route carried "on" structure: City street ,  Year Built: 1990,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,000 (year 2034),  Design Load: HS 20,  Features Intersected: DARDENNE CR,  Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 29057,  Location: S 10 T 46 N R 4 W (Lat: 38.750978,  Lng: -90.562867),  Route carried "on" structure: State highway 94,  Year Built: 2001,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 23,933 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,686 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CRD JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.189,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2906,  Location: S 10 T 46 N R 4 W (Lat: 38.751225,  Lng: -90.562886),  Route carried "on" structure: State highway 94,  Year Built: 2001,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 30,922 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,567 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CRD JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.136,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 73.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 29131,  Location: S 1784 T 46 N R 4 E (Lat: 38.742961,  Lng: -90.615431),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 6,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,300 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB OF DARDENNE C,  Facility Carried by Structure: CENTRAL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.2 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,  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: 29246,  Location: S 30 T 47 N R 4 E (Lat: 38.795775,  Lng: -90.610767),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,600 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,680 (year 2034),  Features Intersected: TRIB OF SPENCER CR,  Facility Carried by Structure: SUEMANDY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.1m (3.6ft)

Condition: Channel: Good,  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 minimum 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: 2925,  Location: S 30 T 47 N R 4 E (Lat: 38.797100,  Lng: -90.610392),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,600 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,680 (year 2034),  Features Intersected: TRIB OF SPENCER CR,  Facility Carried by Structure: SUEMANDY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.0m (3.3ft)

Condition: Channel: Good,  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 minimum 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: 29252,  Location: S 30 T 47 N R 4 E (Lat: 38.795675,  Lng: -90.610392),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,550 (year 2034),  Features Intersected: TRIB OF SPENCER CR,  Facility Carried by Structure: EXEC CENTRE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  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 14
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Structure Number: 30677,  Location: S 354 T 46 N R 3 E (Lat: 38.767250,  Lng: -90.661303),  Route carried "on" structure: County highway 231,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,660 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,173 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB DARDENNE CR,  Facility Carried by Structure: BIRDIE HILLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.4 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,  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
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Structure Number: 3156,  Location: S 28 T 27 N R 21 W (Lat: 37.004883,  Lng: -93.229675),  Route carried "on" structure: State highway F,  Year Built: 1996,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 1,924 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,425 (year 2035),  Design Load: HS 20,  Features Intersected: US 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.1 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,  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: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 3156,  Location: S 739 T 46 N R 3 E (Lat: 38.783369,  Lng: -90.662244),  Route carried "on" structure: County highway 231,  Year Built: 2005,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,700 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB OF DARDENNE C,  Facility Carried by Structure: BIRDIE HILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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
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Structure Number: 31967,  Location: S 16 T 46 N R 4 E (Lat: 38.748986,  Lng: -90.577689),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 6,328 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,390 (year 2035),  Design Load: HS 25,  Features Intersected: MO 94,  Facility Carried by Structure: HARVESTER RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.919,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 70.2 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 31991,  Location: S 30 T 47 N R 4 E (Lat: 38.794800,  Lng: -90.603200),  Route carried "on" structure: City street 388,  Year Built: 2005,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SPENCER CR,  Facility Carried by Structure: EXECUTIVE CENTRE P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 62.1 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: Better than present minimum 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32834,  Location: S 17 T 46 N R 4 E (Lat: 38.747150,  Lng: -90.591292),  Route carried "on" structure: State highway 94,  Year Built: 2012,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 23,933 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 43,079 (year 2035),  Features Intersected: CST JUNGERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.673,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.3 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 32837,  Location: S 16 T 46 N R 4 E (Lat: 38.748056,  Lng: -90.584167),  Route carried "on" structure: State highway 94,  Year Built: 2011,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 23,933 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 43,079 (year 2035),  Features Intersected: CST WOODSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.319,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 72.0 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 32859,  Location: S 17 T 46 N R 4 E (Lat: 38.747403,  Lng: -90.591356),  Route carried "on" structure: State highway 94,  Year Built: 2012,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 23,880 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,984 (year 2035),  Features Intersected: CST JUNGERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.650,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.3 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 32869,  Location: S 16 T 46 N R 4 E (Lat: 38.748325,  Lng: -90.584033),  Route carried "on" structure: State highway 94,  Year Built: 2011,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 23,880 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,984 (year 2035),  Features Intersected: CST WOODSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.990,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 72.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 32872,  Location: S 18 T 46 N R 4 E (Lat: 38.740639,  Lng: -90.611906),  Route carried "on" structure: State highway 94,  Year Built: 2012,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 33,785 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,813 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BR DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.707,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13
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Structure Number: 32934,  Location: S 1785 T 46 N R 3 E (Lat: 38.739250,  Lng: -90.631519),  Route carried "on" structure: State highway 94,  Year Built: 2010,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 9,521 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,565 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BALTIC CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.968,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 13
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Structure Number: 32935,  Location: S 292 T 46 N R 3 E (Lat: 38.737189,  Lng: -90.631469),  Route carried "on" structure: State highway 94,  Year Built: 2010,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 9,521 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,565 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BALTIC CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 64.8 metric tons,  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: November 13
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Structure Number: 33138,  Location: S 1785 T 46 N R 3 E (Lat: 38.737819,  Lng: -90.633278),  Route carried "on" structure: State highway N,  Year Built: 2011,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 22,422 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,359 (year 2035),  Features Intersected: MO 364, MO 94, MO 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.914,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.2 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 33139,  Location: S 18 T 46 N R 4 E (Lat: 38.740178,  Lng: -90.617769),  Route carried "on" structure: State highway 94,  Year Built: 2012,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 16,748 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,146 (year 2035),  Features Intersected: CRD KISKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.184,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 3314,  Location: S 18 T 46 N R 4 E (Lat: 38.740425,  Lng: -90.617789),  Route carried "on" structure: State highway 94,  Year Built: 2012,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 17,037 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,666 (year 2035),  Features Intersected: CRD KISKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.135,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 33141,  Location: S 1785 T 46 N R 3 E (Lat: 38.738089,  Lng: -90.631400),  Route carried "on" structure: State highway 94,  Year Built: 2012,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 33,496 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,292 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BALTIC CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.988,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Channel: Good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Superior 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: 3319,  Location: S 979 T 47 N R 4 E (Lat: 38.793647,  Lng: -90.565025),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 31,332 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 56,397 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70,  Facility Carried by Structure: CAVE SPRINGS DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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,  Inspection Date: December 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33914,  Location: S (Lat: 38.811306,  Lng: -90.593528),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2034),  Design Load: HS 20,  Features Intersected: SPENCER RD,  Facility Carried by Structure: SALT RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 67.5 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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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