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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 36 meters (118ft)
Total costs: $1,154,000
Total average daily traffic: 37,926
Total average daily truck traffic: 4,863
Total future (year 2027) average daily traffic: 60,334
National Bridge Inventory (NBI) Registered Bridges for Mexico

New bridges - Historical Statistics

  • 1920-1929: 2
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 5
  • 1980-1989: 6
  • 1990-1999: 2
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 3

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 20882,  Location: S 25 T 51 N R 9 W (Lat: 39.177472,  Lng: -91.860806),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 675 (year 2027),  Features Intersected: S FK OF SALT RVR,  Facility Carried by Structure: POLLOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 16.2 metric tons,  Inventory Rating: 11.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20883,  Location: S 1 T 50 N R 9 W (Lat: 39.148556,  Lng: -91.875556),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 675 (year 2027),  Design Load: HS 20,  Features Intersected: STR FEEDING TEAL L,  Facility Carried by Structure: TEAL LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: 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: 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: May 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20884,  Location: S 26 T 51 N R 9 W (Lat: 39.170167,  Lng: -91.885139),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Posted for load,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 8,000 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,000 (year 2027),  Design Load: H 15,  Features Intersected: NS RR,  Facility Carried by Structure: CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.8 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: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.53m (1.74ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Bridge Improvement Cost: $482,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $723,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20885,  Location: S 25 T 51 N R 9 W (Lat: 39.175917,  Lng: -91.874861),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 405 (year 2027),  Design Load: H 10,  Features Intersected: TOWN BR,  Facility Carried by Structure: MCFARLANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: 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: 4.6m (15.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 20886,  Location: S 25 T 51 N R 9 W (Lat: 39.175306,  Lng: -91.875750),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 35 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 47 (year 2027),  Design Load: H 10,  Features Intersected: TOWN BR,  Facility Carried by Structure: JEFFERIES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 31.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 20887,  Location: S 25 T 51 N R 9 W (Lat: 39.176028,  Lng: -91.874944),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 135 (year 2027),  Design Load: H 10,  Features Intersected: TOWN BR,  Facility Carried by Structure: EAST HOLM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 31.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 20888,  Location: S 26 T 51 N R 9 W (Lat: 39.173806,  Lng: -91.886000),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,375 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: LOVE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  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: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 20889,  Location: S 22 T 51 N R 9 W (Lat: 39.175667,  Lng: -91.883500),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 800 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,080 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 2089,  Location: S 22 T 51 N R 9 W (Lat: 39.175972,  Lng: -91.882500),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,700 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 20891,  Location: S 22 T 51 N R 9 W (Lat: 39.175389,  Lng: -91.877833),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 350 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 473 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: CRAIG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 20892,  Location: S 22 T 51 N R 9 W (Lat: 39.174861,  Lng: -91.884972),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,080 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  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: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 2241,  Location: S 24 T 41 N R 9 W (Lat: 39.188333,  Lng: -91.880000),  Route carried "on" structure: State highway J,  Year Built: 1970,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 2,962 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,591 (year 2028),  Design Load: H 20,  Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.916,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 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: Good,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007
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Structure Number: 29097,  Location: S 23 T 51 N R 9 W (Lat: 39.185000,  Lng: -91.891667),  Route carried "on" structure: State highway 15,  Year Built: 2001,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 2,191 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,396 (year 2028),  Design Load: HS 20,  Features Intersected: DAVIS FK SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.996,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: Epoxy Coated Reinforcing
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Structure Number: 31008,  Location: S 22 T 51 N R 9 W (Lat: 39.176111,  Lng: -91.880361),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 350 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 473 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: CALHOUN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 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: May 2007
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Structure Number: 31009,  Location: S 22 T 51 N R 9 W (Lat: 39.175389,  Lng: -91.878667),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 350 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 473 (year 2027),  Features Intersected: TOWN BR,  Facility Carried by Structure: WOODLAWN 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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: May 2007
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Structure Number: 4522,  Location: S 25 T 51 N R 9 W (Lat: 39.168333,  Lng: -91.866667),  Route carried "on" structure: Business State highway 54,  Year Built: 1922,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,094 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,378 (year 2028),  Design Load: H 15,  Features Intersected: C & A LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.3m (7.5ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 18.9 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007
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Structure Number: 4822,  Location: S 25 T 51 N R 9 W (Lat: 39.170000,  Lng: -91.870000),  Route carried "on" structure: Business State highway 54,  Year Built: 1924,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 8,094 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,378 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BEAVER DAM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: Epoxy Coated Reinforcing

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