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

Find on map >>

Structure Number: 2449,  Location: S 15 T 24 N R 6 E (Lat: 36.731667,  Lng: -90.408333),  Route carried "on" structure: State highway 142,  Year Built: 1972,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,748 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,196 (year 2027),  Design Load: H 20,  Features Intersected: PIKE CR DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.896,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 2763,  Location: S 2 T 24 N R 6 E (Lat: 36.758333,  Lng: -90.388333),  Route carried "on" structure: Business State highway 60,  Year Built: 1975,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 13.14m (43.11ft),  Average Daily Traffic: 15,251 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,401 (year 2027),  Design Load: HS 20,  Features Intersected: BLACK RVR, CST RIVERVIEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.634,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 28.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $784,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,176,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

Find on map >>

Structure Number: 2764,  Location: S 2 T 24 N R 6 E (Lat: 36.758333,  Lng: -90.385000),  Route carried "on" structure: Business State highway 60,  Year Built: 1975,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 10,894 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,341 (year 2027),  Design Load: HS 20,  Features Intersected: PALMER SLU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

Find on map >>

Structure Number: 3291,  Location: S 3 T 24 N R 6 E (Lat: 36.751667,  Lng: -90.396667),  Route carried "on" structure: State highway WW,  Year Built: 1979,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 13,524 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,638 (year 2027),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.576,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

Find on map >>

Structure Number: 3544,  Location: S 9 T 24 N R 6 E (Lat: 36.741667,  Lng: -90.416667),  Route carried "on" structure: Business State highway 67,  Year Built: 1986,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 8,268 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,228 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PIKE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

Find on map >>

Structure Number: 3885,  Location: S 33 T 25 N R 6 E (Lat: 36.771667,  Lng: -90.428333),  Route carried "on" structure: State highway PP,  Year Built: 1988,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 9,632 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,411 (year 2027),  Design Load: HS 20,  Features Intersected: SUNSET CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.412,  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: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

Find on map >>

Structure Number: 424,  Location: S 9 T 24 N R 6 E (Lat: 36.741667,  Lng: -90.416667),  Route carried "on" structure: Business State highway 67,  Year Built: 1960,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 8,269 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,230 (year 2027),  Design Load: H 20,  Features Intersected: PIKE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.836,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $354,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 5734,  Location: S 2 T 24 N R 6 E (Lat: 36.758333,  Lng: -90.401667),  Route carried "on" structure: Business State highway 60,  Year Built: 1934,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 15,251 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,401 (year 2027),  Design Load: H 15,  Features Intersected: BLACK RVR, CST RIVERVIEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.338,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Critical Feature Inspection Date: August 2007,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,094,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

Find on map >>

Structure Number: 5823,  Location: S 3 T 24 N R 6 E (Lat: 36.776667,  Lng: -90.420000),  Route carried "on" structure: Business State highway 60,  Year Built: 1934,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 28,492 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 49,861 (year 2027),  Design Load: H 20,  Features Intersected: BR PIKE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.517,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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: December 2006

Find on map >>

Structure Number: 5734,  Location: S 2 T 24 N R 6 E (Lat: 36.758333,  Lng: -90.401667),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST RIVERVIEW DR,  Facility Carried by Structure: BU 60 W
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.082,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 39.6m (129.9ft)