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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 190ft / 58mTotal length
  • $1,960,000Total costs
  • 865,296Total average daily traffic
  • 40,516Total average daily truck traffic
  • 813,257Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Overland
  • No street view available for this location

New bridges in Overland, MO - historical statistics
  • New bridges - historical statistics
  • 41960-1969
  • 71980-1989
  • 11990-1999
  • 72000-2009
  • 12010-2018
Average Bridge Daily Traffic in Overland, MO
Average Bridge Truck Traffic in Overland, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Excellent
  • 40.0%Good
  • 40.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Excellent
  • 20.0%Very good
  • 20.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.0%Excellent
  • 20.0%Good
  • 30.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Good
  • 25.0%Satisfactory
  • 25.0%Fair
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Structure Number: 15574,  Location: S 30 T 46 N R 6 E (Lat: 38.703533,  Lng: -90.390394),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 14,413 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,060 (year 2037),  Design Load: HS 20,  Features Intersected: MIDLAND BLVD,  Facility Carried by Structure: ASHBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 2.4m (7.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2423,  Location: S 32 T 46 N R 6 E (Lat: 38.680978,  Lng: -90.357128),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 119,236 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 149,045 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CST WOODSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.607,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.05m (0.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $1,057,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,585,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2423,  Location: S 32 T 46 N R 6 E (Lat: 38.680978,  Lng: -90.357128),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,357 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST WOODSON RD,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 4.249,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 2424,  Location: S 29 T 46 N R 6 E (Lat: 38.681386,  Lng: -90.356572),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 119,236 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 149,045 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RVR DES PERES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.555,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 329.0m (1,079.4ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2018)
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Structure Number: 2425,  Location: S 2914 T 46 N R 6 E (Lat: 38.684050,  Lng: -90.354431),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 119,236 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 149,045 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.187,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2717,  Location: S 28 T 46 N R 6 E (Lat: 38.698353,  Lng: -90.345114),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 9,258 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,961 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IS 170,  Facility Carried by Structure: MIDLAND BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.225,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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: 2717,  Location: S 28 T 46 N R 6 E (Lat: 38.698353,  Lng: -90.345114),  Route carried "under" structure: Interstate 170,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 61,407 (year 2016),  Truck Traffic: 6%,  Features Intersected: IS 170,  Facility Carried by Structure: MIDLAND BLVD E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 8.525,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 2717,  Location: S 28 T 46 N R 6 E (Lat: 38.698353,  Lng: -90.345114),  Route carried "under" structure: Interstate 170,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 57,029 (year 2016),  Truck Traffic: 4%,  Features Intersected: IS 170,  Facility Carried by Structure: MIDLAND BLVD E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.378,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 2718,  Location: S 33 T 46 N R 6 E (Lat: 38.686467,  Lng: -90.354164),  Route carried "on" structure: Interstate 170,  Year Built: 1980,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 116,668 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 145,835 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RT D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.918,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 329.0m (1,079.4ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: October 2016,  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: 2718,  Location: S 33 T 46 N R 6 E (Lat: 38.686467,  Lng: -90.354164),  Route carried "under" structure: State highway D,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 17,973 (year 2016),  Truck Traffic: 5%,  Features Intersected: RT D,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 16.206,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 2718,  Location: S 33 T 46 N R 6 E (Lat: 38.686467,  Lng: -90.354164),  Route carried "under" structure: State highway D,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 18,101 (year 2016),  Truck Traffic: 5%,  Features Intersected: RT D,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 9.094,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 31528,  Location: S 5 T 45 N R 6 E (Lat: 38.674111,  Lng: -90.362036),  Route carried "on" structure: Interstate 170,  Year Built: 2006,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 61,023 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,278 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: MO 340, RP MO340E TO IS1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.337,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.6m (5.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to 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: October 2016,  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: 31528,  Location: S 5 T 45 N R 6 E (Lat: 38.674111,  Lng: -90.362036),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 9,177 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 W
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.764,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 31528,  Location: S 5 T 45 N R 6 E (Lat: 38.674111,  Lng: -90.362036),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 21,804 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 W
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.624,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 31529,  Location: S 5 T 45 N R 6 E (Lat: 38.674111,  Lng: -90.362219),  Route carried "on" structure: Interstate 170,  Year Built: 2006,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 59,597 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,496 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: MO 340, RP IS170E TO MO3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.505,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.6m (5.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  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: 31529,  Location: S 5 T 45 N R 6 E (Lat: 38.674111,  Lng: -90.362219),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 9,177 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.764,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 31529,  Location: S 5 T 45 N R 6 E (Lat: 38.674111,  Lng: -90.362219),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 21,804 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.624,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 3204,  Location: S 13 T 58 N R 6 W (Lat: 39.819789,  Lng: -91.514219),  Route carried "on" structure: US 24,  Year Built: 1983,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 6,045 (year 2016),  Truck Traffic: 31%,  Average Future Daily Traffic: 11,485 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: NORTH RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.742,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3204,  Location: S 32 T 46 N R 6 E (Lat: 38.681475,  Lng: -90.357564),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 8,563 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,700 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: WOODSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.3m (4.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35383,  Location: S 26 T 46 N R 5 E (Lat: 38.698264,  Lng: -90.342500),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Not yet open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,192 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,307 (year 2037),  Features Intersected: E TRIB OF FEE FEE,  Facility Carried by Structure: LACKLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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