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

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Structure Number: 11739,  Location: S 1786 T 47 N R 4 E (Lat: 38.810000,  Lng: -90.586667),  Route carried "on" structure: State highway 370,  Year Built: 1995,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 23,103 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,275 (year 2028),  Design Load: HS 25,  Features Intersected: CST HARRY S TRUMAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.263,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 67.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.47m (4.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $862,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,294,000 ( Estimate for 2008),  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: 38.796667,  Lng: -90.605000),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 10,709 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,276 (year 2028),  Design Load: HS 20,  Features Intersected: IS 70, OR 70,  Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.583,  Lanes on structure: 6,  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: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.29m (4.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,303,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,955,000 ( Estimate for 2008),  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: 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 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,750 (year 2026),  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: Good,  Culverts: Good,  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: 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: March 2006

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Structure Number: 23076,  Location: S 32 T 47 N R 4 E (Lat: 38.790000,  Lng: -90.600000),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,650 (year 2026),  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: Good,  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: March 2006

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Structure Number: 23077,  Location: S 4 T 46 N R 4 E (Lat: 38.765000,  Lng: -90.583611),  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 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,000 (year 2026),  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: 16.8m (55.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Good,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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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 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,600 (year 2026),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Inventory Rating: 17.1 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 38.765000,  Lng: -90.583333),  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 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,000 (year 2026),  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: 4,  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: 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: 18.3m (60.0ft)

Condition: Channel: Good,  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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 2308,  Location: COUNTY BR NO SCC-132 (Lat: 38.786667,  Lng: -90.645000),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 22,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,100 (year 2026),  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: Good,  Substructure: 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: March 2006,  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: 38.768333,  Lng: -90.628333),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,000 (year 2026),  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: County 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: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: March 2006,  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: 38.780000,  Lng: -90.588333),  Route carried "on" structure: City street 388,  Year Built: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,650 (year 2026),  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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $121,000 ( Estimate for 2007),  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 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,325 (year 2026),  Design Load: H 20,  Features Intersected: SPENCER CR,  Facility Carried by Structure: MILL WOOD DRI
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: Very 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: March 2006

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Structure Number: 2344,  Location: S 462 T 47 N R 3 E (Lat: 38.803333,  Lng: -90.630000),  Route carried "on" structure: State highway C,  Year Built: 1974,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 14,934 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,881 (year 2028),  Design Load: H 20,  Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.536,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.0 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28433,  Location: S 17 T 46 N R 4 E (Lat: 38.748056,  Lng: -90.591944),  Route carried "on" structure: City street 388,  Year Built: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 800 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,240 (year 2026),  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: Good,  Culverts: Good,  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: March 2006

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Structure Number: 28498,  Location: S 1784 T 46 N R 3 E (Lat: 38.743333,  Lng: -90.631667),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2026),  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: Satisfactory,  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: March 2008

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Structure Number: 28499,  Location: UNKNOWN (Lat: 38.802308,  Lng: -90.601594),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2026),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: March 2006,  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 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2026),  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: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 54.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 38.768611,  Lng: -90.644722),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,650 (year 2026),  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: Good,  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: March 2006

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Structure Number: 2874,  Location: S 12 T 46 N R 3 E (Lat: 38.756667,  Lng: -90.626667),  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 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,000 (year 2026),  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: Very good,  Substructure: Very good,  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 desirable 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: March 2006,  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: 38.743333,  Lng: -90.615000),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,300 (year 2026),  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: Good,  Culverts: Good,  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: 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: March 2006

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Structure Number: 29246,  Location: S 30 T 47 N R 4 E (Lat: 38.793333,  Lng: -90.611667),  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 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,680 (year 2026),  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: 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: Better than 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: March 2006

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Structure Number: 2925,  Location: S 30 T 47 N R 4 E (Lat: 38.795000,  Lng: -90.610000),  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 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,680 (year 2026),  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: 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: Better than 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: March 2006

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Structure Number: 29251,  Location: S 30 T 47 N R 4 E (Lat: 38.798333,  Lng: -90.608333),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,550 (year 2026),  Features Intersected: TRIB OF SPENCER CR,  Facility Carried by Structure: COSTCO WAY
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: 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: 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: March 2006

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Structure Number: 29252,  Location: S 30 T 47 N R 4 E (Lat: 38.720000,  Lng: -90.696667),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,550 (year 2026),  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: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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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 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SPENCER CR,  Facility Carried by Structure: EXECUTIVE CENTRE
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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 62.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3319,  Location: S 979 T 47 N R 4 E (Lat: 38.795000,  Lng: -90.566667),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,782 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,129 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 70,  Facility Carried by Structure: HARRY S TRUMAN BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.504,  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: Very good,  Substructure: Good,  Operating Rating: 59.0 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: 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 417,  Location: S 27 T 47 N R 4 E (Lat: 38.828333,  Lng: -90.605000),  Route carried "on" structure: State highway 70,  Year Built: 1995,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 6,340 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,363 (year 2028),  Design Load: HS 25,  Features Intersected: SPENCER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.275,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 4171,  Location: S 27 T 47 N R 4 E (Lat: 38.828333,  Lng: -90.605000),  Route carried "on" structure: State highway 70,  Year Built: 1995,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 8,306 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,196 (year 2028),  Design Load: HS 25,  Features Intersected: SPENCER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.302,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 4209,  Location: S 1786 T 47 N R 4 E (Lat: 38.810000,  Lng: -90.586667),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 6,573 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,831 (year 2028),  Design Load: HS 25,  Features Intersected: MO 370,  Facility Carried by Structure: SPENCER RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.161,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  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: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: 421,  Location: S 1786 T 47 N R 4 E (Lat: 38.810000,  Lng: -90.586667),  Route carried "on" structure: State highway 370,  Year Built: 1995,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 23,284 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,582 (year 2028),  Design Load: HS 25,  Features Intersected: CST HARRY S TRUMAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.205,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 67.0 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: 1.47m (4.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $862,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,294,000 ( Estimate for 2008),  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: 4295,  Location: S 735 T 47 N R 4 E (Lat: 38.803333,  Lng: -90.590000),  Route carried "on" structure: State highway 370,  Year Built: 1995,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,284 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,582 (year 2028),  Design Load: HS 25,  Features Intersected: CRD WILLOW CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.002,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: 4296,  Location: S 735 T 47 N R 4 E (Lat: 38.803333,  Lng: -90.590000),  Route carried "on" structure: State highway 370,  Year Built: 1995,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,103 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,275 (year 2028),  Design Load: HS 25,  Features Intersected: CRD WILLOW CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.550,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: 4599,  Location: S 25 T 47 N R 3 E (Lat: 38.685000,  Lng: -90.645000),  Route carried "on" structure: Interstate 70,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 74,220 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 126,174 (year 2028),  Design Load: HS 20,  Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.358,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4816,  Location: S 27 T 47 N R 4 E (Lat: 38.798333,  Lng: -90.605000),  Route carried "on" structure: Interstate 70,  Year Built: 1953,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 67,626 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 114,964 (year 2028),  Design Load: HS 20,  Features Intersected: SPENCER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.727,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 8,  Location: S 1799 T 47 N R 4 E (Lat: 38.798333,  Lng: -90.605000),  Route carried "on" structure: Interstate 70,  Year Built: 1953,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 78,122 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,807 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SPENCER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.061,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 928,  Location: S 3280 T 47 N R 4 E (Lat: 38.786667,  Lng: -90.528333),  Route carried "on" structure: State highway 70,  Year Built: 1963,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 19,856 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,740 (year 2028),  Design Load: HS 20,  Features Intersected: COLE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.599,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: December 2007

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Structure Number: 11742,  Location: S 1799 T 47 N R 4 E (Lat: 38.796667,  Lng: -90.605000),  Route carried "under" structure: Interstate 70,  Year Built: 1995,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 73,108 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 45.878,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 11742,  Location: S 1799 T 47 N R 4 E (Lat: 38.796667,  Lng: -90.605000),  Route carried "under" structure: State highway 70,  Year Built: 1995,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 4,242 (year 2006),  Truck Traffic: 10%,  Features Intersected: OR 70,  Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.521,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 11742,  Location: S 1799 T 47 N R 4 E (Lat: 38.796667,  Lng: -90.605000),  Route carried "under" structure: Interstate 70,  Year Built: 1995,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 51,400 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 358.936,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 11742,  Location: S 1799 T 47 N R 4 E (Lat: 38.796667,  Lng: -90.605000),  Route carried "under" structure: State highway 70,  Year Built: 1995,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 6,340 (year 2006),  Truck Traffic: 10%,  Features Intersected: OR 70,  Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.485,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 3319,  Location: S 979 T 47 N R 4 E (Lat: 38.795000,  Lng: -90.566667),  Route carried "under" structure: Interstate 70,  Year Built: 1982,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 83,354 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: HARRY S TRUMAN BLV
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 42.453,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 3319,  Location: S 979 T 47 N R 4 E (Lat: 38.795000,  Lng: -90.566667),  Route carried "under" structure: Interstate 70,  Year Built: 1982,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 58,575 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: HARRY S TRUMAN BLV
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 362.351,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 4209,  Location: S 1786 T 47 N R 4 E (Lat: 38.810000,  Lng: -90.586667),  Route carried "under" structure: State highway 370,  Year Built: 1995,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 23,284 (year 2006),  Truck Traffic: 11%,  Features Intersected: MO 370,  Facility Carried by Structure: SPENCER RD N
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 18.585,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 4209,  Location: S 1786 T 47 N R 4 E (Lat: 38.810000,  Lng: -90.586667),  Route carried "under" structure: State highway 370,  Year Built: 1995,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 23,103 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 370,  Facility Carried by Structure: SPENCER RD N
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.058,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 421,  Location: S 1786 T 47 N R 4 E (Lat: 38.810000,  Lng: -90.586667),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 14,782 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST HARRY S TRUMAN BLVD,  Facility Carried by Structure: MO 370 W
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.013,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 4295,  Location: S 735 T 47 N R 4 E (Lat: 38.803333,  Lng: -90.590000),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: CRD WILLOW CLUB RD,  Facility Carried by Structure: MO 370 W
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 1.238,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 4296,  Location: S 735 T 47 N R 4 E (Lat: 38.803333,  Lng: -90.590000),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: CRD WILLOW CLUB RD,  Facility Carried by Structure: MO 370 E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.255,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)