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

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Structure Number: 11975,  Location: S 6 T 47 N R 9 W (Lat: 38.878333,  Lng: -91.966667),  Route carried "on" structure: State highway HH,  Year Built: 2001,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 1,068 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,762 (year 2027),  Design Load: HS 20,  Features Intersected: US 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.936,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.3m (132.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 36.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 17538,  Location: S 17 T 47 N R 9 W (Lat: 38.853806,  Lng: -91.959444),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2027),  Design Load: H 15,  Features Intersected: STINSON CR,  Facility Carried by Structure: HICKMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Channel: Good,  Culverts: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 17539,  Location: S 17 T 47 N R 9 W (Lat: 38.849806,  Lng: -91.956889),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,550 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,953 (year 2027),  Design Load: H 15,  Features Intersected: STINSON CR,  Facility Carried by Structure: W 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 10.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $294,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17541,  Location: S 8 T 47 N R 9 W (Lat: 38.857639,  Lng: -91.948694),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,325 (year 2027),  Design Load: H 15,  Features Intersected: KCS RR,  Facility Carried by Structure: NICHOLS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 8.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $400,000 ( Estimate for 2007),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17542,  Location: S 9 T 49 N R 9 W (Lat: 38.857667,  Lng: -91.941250),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 510 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 791 (year 2027),  Design Load: H 15,  Features Intersected: SMITH BR OF STINSO,  Facility Carried by Structure: VINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 27.9 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 replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17543,  Location: S 9 T 47 N R 9 W (Lat: 38.855694,  Lng: -91.939278),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,550 (year 2027),  Design Load: H 15,  Features Intersected: SMITH BR OF STINSO,  Facility Carried by Structure: E 10TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $97,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17544,  Location: S 16 T 47 N R 9 W (Lat: 38.851944,  Lng: -91.935722),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,100 (year 2027),  Design Load: H 15,  Features Intersected: SMITH BR OF STINSO,  Facility Carried by Structure: E 8TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $133,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17545,  Location: S 16 T 47 N R 9 W (Lat: 38.844278,  Lng: -91.942417),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,190 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,495 (year 2027),  Design Load: HS 20,  Features Intersected: STINSON CR,  Facility Carried by Structure: E 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17546,  Location: S 17 T 47 N R 9 W (Lat: 38.843389,  Lng: -91.954111),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,590 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,015 (year 2027),  Design Load: HS 20,  Features Intersected: STINSON CR,  Facility Carried by Structure: WESTMINSTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17547,  Location: S 17 T 47 N R 9 W (Lat: 38.844444,  Lng: -91.946750),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,790 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,975 (year 2027),  Features Intersected: STINSON CR,  Facility Carried by Structure: E 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $342,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17548,  Location: S 5 T 47 N R 9 W (Lat: 38.872500,  Lng: -91.953056),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 120 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 186 (year 2027),  Design Load: HS 20,  Features Intersected: SMITH BR,  Facility Carried by Structure: WESTMINSTER EXTEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2007

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Structure Number: 17549,  Location: S 16 T 47 N R 9 W (Lat: 38.846861,  Lng: -91.944583),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 6,712 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,404 (year 2027),  Design Load: HS 20,  Features Intersected: STINSON CR,  Facility Carried by Structure: BLUFF ST
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1755,  Location: S 29 T 47 N R 9 W (Lat: 38.827806,  Lng: -91.964083),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 388 (year 2027),  Features Intersected: BIG HOLLOW CR,  Facility Carried by Structure: COTE SANS DESSEIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Fair,  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: Somewhat better than minimum adequacy,  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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1791,  Location: S 33 T 48 N R 9 W (Lat: 38.890000,  Lng: -91.943333),  Route carried "on" structure: US 54,  Year Built: 1968,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 6,210 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,488 (year 2027),  Design Load: H 20,  Features Intersected: BU 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 313.454,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1792,  Location: S 32 T 48 N R 9 W (Lat: 38.906667,  Lng: -91.863333),  Route carried "on" structure: US 54,  Year Built: 1968,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 6,210 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,488 (year 2027),  Design Load: H 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 313.060,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 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: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1793,  Location: S 7 T 47 N R 9 W (Lat: 38.858333,  Lng: -91.971667),  Route carried "on" structure: US 54,  Year Built: 1968,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,088 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,262 (year 2027),  Design Load: H 20,  Features Intersected: STINSON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 308.998,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel 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: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1984,  Location: S 18 T 47 N R 9 W (Lat: 38.851667,  Lng: -91.971667),  Route carried "on" structure: State highway F,  Year Built: 1968,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 8,103 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,369 (year 2028),  Design Load: H 20,  Features Intersected: US 54
Minimum Vertical Clearance: 32.68m (107.22ft),  Kilometerpoint: 14.985,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.0 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Other Special Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1985,  Location: S 17 T 47 N R 9 W (Lat: 38.845000,  Lng: -91.953333),  Route carried "on" structure: State highway F,  Year Built: 1968,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 8,954 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,774 (year 2027),  Design Load: H 20,  Features Intersected: STINSON CR
Minimum Vertical Clearance: 32.68m (107.22ft),  Kilometerpoint: 16.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 28325,  Location: S 16 T 47 N R 9 W (Lat: 38.851528,  Lng: -91.935361),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2027),  Design Load: HS 20,  Features Intersected: STINSON CR,  Facility Carried by Structure: WOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

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: April 2007

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Structure Number: 28521,  Location: S 5 T 47 N R 9 W (Lat: 38.871167,  Lng: -91.952611),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 155 (year 2027),  Features Intersected: SMITH CR,  Facility Carried by Structure: INDUSTRIAL ST
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30977,  Location: S 17 T 47 N R 9 W (Lat: 38.851667,  Lng: -91.861667),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,550 (year 2027),  Features Intersected: WESTMINSTER BR,  Facility Carried by Structure: W 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 4191,  Location: S 32 T 48 N R 9 W (Lat: 38.906667,  Lng: -91.863333),  Route carried "on" structure: US 54,  Year Built: 1992,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 5,987 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,075 (year 2027),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.905,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.9m (68.6ft),  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: Satisfactory,  Substructure: Excellent,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4192,  Location: S 7 T 47 N R 9 W (Lat: 38.858333,  Lng: -91.971667),  Route carried "on" structure: US 54,  Year Built: 1992,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,229 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,523 (year 2027),  Design Load: HS 20,  Features Intersected: STINSON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.017,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  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 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: Satisfactory,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: September 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: 4936,  Location: S 8 T 47 N R 9 W (Lat: 38.860000,  Lng: -91.945000),  Route carried "on" structure: Business State highway 54,  Year Built: 1926,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 12,718 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,528 (year 2027),  Design Load: H 20,  Features Intersected: SMITH BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $146,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5076,  Location: S 19 T 47 N R 9 W (Lat: 38.828333,  Lng: -91.966667),  Route carried "on" structure: US 54,  Year Built: 1928,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 12,347 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 22,841 (year 2027),  Design Load: H 15,  Features Intersected: CRAGHEAD BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 305.971,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.5 metric tons,  Inventory Rating: 18.9 metric tons,  Structural Evaluation: 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: September 2006

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Structure Number: 5078,  Location: S 17 T 47 N R 9 W (Lat: 38.843333,  Lng: -91.948333),  Route carried "on" structure: Business State highway 54,  Year Built: 1928,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 10,826 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,028 (year 2027),  Design Load: H 20,  Features Intersected: STINSON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $563,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7781,  Location: S 15 T 47 N R 9 W (Lat: 38.843333,  Lng: -91.925000),  Route carried "on" structure: State highway O,  Year Built: 1954,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 6,404 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,566 (year 2027),  Design Load: H 10,  Features Intersected: STINSON BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $229,000 ( Estimate for 2007)

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Structure Number: 11975,  Location: S 6 T 47 N R 9 W (Lat: 38.878333,  Lng: -91.966667),  Route carried "under" structure: US 54,  Year Built: 2001,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 6,088 (year 2006),  Truck Traffic: 17%,  Features Intersected: US 54,  Facility Carried by Structure: RT HH S
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 311.082,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 11975,  Location: S 6 T 47 N R 9 W (Lat: 38.878333,  Lng: -91.966667),  Route carried "under" structure: US 54,  Year Built: 2001,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 6,229 (year 2006),  Truck Traffic: 18%,  Features Intersected: US 54,  Facility Carried by Structure: RT HH S
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 126.961,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 1791,  Location: S 33 T 48 N R 9 W (Lat: 38.890000,  Lng: -91.943333),  Route carried "under" structure: Business State highway 54,  Year Built: 1968,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 3,132 (year 2006),  Truck Traffic: 10%,  Features Intersected: BU 54
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1984,  Location: S 18 T 47 N R 9 W (Lat: 38.851667,  Lng: -91.971667),  Route carried "under" structure: US 54,  Year Built: 1968,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 6,160 (year 2006),  Truck Traffic: 17%,  Features Intersected: US 54,  Facility Carried by Structure: RT F E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 307.744,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1984,  Location: S 18 T 47 N R 9 W (Lat: 38.851667,  Lng: -91.971667),  Route carried "under" structure: US 54,  Year Built: 1968,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 6,187 (year 2006),  Truck Traffic: 18%,  Features Intersected: US 54,  Facility Carried by Structure: RT F E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 130.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)