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

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Structure Number: 1359,  Location: S 36 T 49 N R 31 W (Lat: 39.018333,  Lng: -94.278333),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2027),  Features Intersected: KCS RR,  Facility Carried by Structure: 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.4 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,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 13591,  Location: S 36 T 49 N R 31 W (Lat: 39.020000,  Lng: -94.278333),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,000 (year 2027),  Features Intersected: KCS RR,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.1 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 28317,  Location: S 4 T 47 N R 31 W (Lat: 39.000000,  Lng: -94.248333),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 410 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 615 (year 2027),  Design Load: HS 20,  Features Intersected: E FK LIT BLUE RVR,  Facility Carried by Structure: LANGSFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 46.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 31001,  Location: S 32 T 49 N R 30 W (Lat: 39.011667,  Lng: -94.253333),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 100,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,000 (year 2027),  Features Intersected: CREEK,  Facility Carried by Structure: ADAMS DIARY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4398,  Location: S 28 T 49 N R 31 W (Lat: 39.036667,  Lng: -94.338333),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 12,330 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,262 (year 2028),  Design Load: HS 20,  Features Intersected: IS 70,  Facility Carried by Structure: LITTLE BLUE EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.3m (138.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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,  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: 6092,  Location: S 33 T 49 N R 30 W (Lat: 39.015000,  Lng: -94.235000),  Route carried "on" structure: US 40,  Year Built: 1948,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,158 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,363 (year 2028),  Design Load: H 20,  Features Intersected: BLUE BR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.979,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  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: June 2007

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Structure Number: 6645,  Location: S 28 T 49 N R 31 W (Lat: 39.036667,  Lng: -94.331667),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 43,963 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 59,350 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.407,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior 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: Membrane: Built-up

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Structure Number: 6646,  Location: S 28 T 49 N R 31 W (Lat: 39.036667,  Lng: -94.331667),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 46,159 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 62,314 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 377.308,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Superior 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: Membrane: Built-up

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Structure Number: 6647,  Location: S 26 T 49 N R 31 W (Lat: 39.033333,  Lng: -94.303333),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 18,539 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,027 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 70,  Facility Carried by Structure: WOODS CHAPEL RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 40.0 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: 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: 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: 6648,  Location: S 30 T 49 N R 30 W (Lat: 39.028333,  Lng: -94.271667),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 26,237 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 35,419 (year 2028),  Design Load: HS 20,  Features Intersected: MO 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 371.912,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  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: 669,  Location: S 30 T 49 N R 30 W (Lat: 39.028333,  Lng: -94.271667),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 35,961 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 48,547 (year 2028),  Design Load: HS 20,  Features Intersected: MO 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.802,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  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: 4398,  Location: S 28 T 49 N R 31 W (Lat: 39.036667,  Lng: -94.338333),  Route carried "under" structure: Interstate 70,  Year Built: 1997,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 46,159 (year 2006),  Truck Traffic: 21%,  Features Intersected: IS 70,  Facility Carried by Structure: LITTLE BLUE EXPWY
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 378.008,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 4398,  Location: S 28 T 49 N R 31 W (Lat: 39.036667,  Lng: -94.338333),  Route carried "under" structure: Interstate 70,  Year Built: 1997,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 43,901 (year 2006),  Truck Traffic: 24%,  Features Intersected: IS 70,  Facility Carried by Structure: LITTLE BLUE EXPWY
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 26.754,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 6647,  Location: S 26 T 49 N R 31 W (Lat: 39.033333,  Lng: -94.303333),  Route carried "under" structure: Interstate 70,  Year Built: 1963,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 39,936 (year 2006),  Truck Traffic: 21%,  Features Intersected: IS 70,  Facility Carried by Structure: WOODS CHAPEL RD S
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 37.488,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 6647,  Location: S 26 T 49 N R 31 W (Lat: 39.033333,  Lng: -94.303333),  Route carried "under" structure: Interstate 70,  Year Built: 1963,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 43,963 (year 2006),  Truck Traffic: 24%,  Features Intersected: IS 70,  Facility Carried by Structure: WOODS CHAPEL RD S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 29.882,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 6648,  Location: S 30 T 49 N R 30 W (Lat: 39.028333,  Lng: -94.271667),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 31,862 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 7
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.255,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 669,  Location: S 30 T 49 N R 30 W (Lat: 39.028333,  Lng: -94.271667),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 37,091 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 7
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 12.567,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)