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

Find on map >>

Structure Number: 17039,  Location: S 35 T 36 N R 5 E (Lat: 37.778333,  Lng: -90.436667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,250 (year 2027),  Features Intersected: CREEK,  Facility Carried by Structure: LIBERTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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: March 2007

Find on map >>

Structure Number: 1704,  Location: S 12 T 35 N R 6 E (Lat: 37.778333,  Lng: -90.436667),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,250 (year 2027),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: NEW PERRINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: March 2007

Find on map >>

Structure Number: 2963,  Location: S 2969 T 36 N R 5 E (Lat: 37.797111,  Lng: -90.444028),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 5,839 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,342 (year 2027),  Design Load: HS 20,  Features Intersected: US 67,  Facility Carried by Structure: MAPLE ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 3163,  Location: S 15 T 36 N R 5 E,  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Not yet open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 5,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,800 (year 2027),  Design Load: HS 20,  Features Intersected: US 67,  Facility Carried by Structure: COUNTRY CLUB LN N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 562,  Location: S 32 T 36 N R 6 E (Lat: 37.776667,  Lng: -90.398333),  Route carried "on" structure: State highway 32,  Year Built: 1932,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,698 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,471 (year 2027),  Design Load: H 15,  Features Intersected: BR WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.990,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 49.5 metric tons,  Inventory Rating: 18.9 metric tons,  Structural Evaluation: Meets minimum limits,  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: January 2007

Find on map >>

Structure Number: 6158,  Location: S 31 T 36 N R 6 E (Lat: 37.785000,  Lng: -90.415000),  Route carried "on" structure: State highway 32,  Year Built: 1949,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 12,466 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,815 (year 2027),  Design Load: H 20,  Features Intersected: BR OF WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.332,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 5 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: 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: January 2007

Find on map >>

Structure Number: 7294,  Location: S 2969 T 35 N R 5 E (Lat: 37.763333,  Lng: -90.446667),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 426 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 724 (year 2027),  Features Intersected: BR ST FRANCIS RVR,  Facility Carried by Structure: DOUBET RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 18.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2007

Find on map >>

Structure Number: 2963,  Location: S 2969 T 36 N R 5 E (Lat: 37.797111,  Lng: -90.444028),  Route carried "under" structure: US 67,  Year Built: 2003,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 7,017 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 67,  Facility Carried by Structure: MAPLE ST E
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 164.075,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>

Structure Number: 2963,  Location: S 2969 T 36 N R 5 E (Lat: 37.797111,  Lng: -90.444028),  Route carried "under" structure: US 67,  Year Built: 2003,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 6,477 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 67,  Facility Carried by Structure: MAPLE ST E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 154.843,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

Structure Number: 3163,  Location: S 15 T 36 N R 5 E,  Route carried "under" structure: US 67,  Year Built: 2006,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 15,826 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 67,  Facility Carried by Structure: COUNTRY CLUB LN N
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 150.685,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Structure Number: 3163,  Location: S 15 T 36 N R 5 E,  Route carried "under" structure: US 67,  Year Built: 2006,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 15,843 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 67,  Facility Carried by Structure: COUNTRY CLUB LN N
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 168.307,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)