Bridge Statistics for Brookings, South Dakota (SD) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6158158,  Location: 1 SE JCT US 14 BY-PASS (Lat: 44.314289,  Lng: -96.811669),  Route carried "on" structure: US 14,  Year Built: 1967,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,910 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,180 (year 2027),  Design Load: HS 20,  Features Intersected: SIX MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.110,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 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: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6159158,  Location: 1 SE JCT US 14 BY-PASS (Lat: 44.314419,  Lng: -96.811408),  Route carried "on" structure: US 14,  Year Built: 1970,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,910 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,180 (year 2027),  Design Load: HS 20,  Features Intersected: SIX MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 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: 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,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $165,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 616015,  Location: 2.5 W I 29 INTERCH (Lat: 44.326181,  Lng: -96.808511),  Route carried "on" structure: Bypass US 14,  Year Built: 1967,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 4,750 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,835 (year 2027),  Design Load: HS 20,  Features Intersected: WEST BR SIX MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.950,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Structural Evaluation: 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: July 2007

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Structure Number: 6160152,  Location: WESTERN AVE - BROOKINGS (Lat: 44.323639,  Lng: -96.808611),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,356 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,356 (year 2025),  Features Intersected: CK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Inventory Rating: 19.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007

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Structure Number: 6160158,  Location: WESTERN AVE - BROOKINGS (Lat: 44.314931,  Lng: -96.808739),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,356 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,356 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SIX MILE CK,  Facility Carried by Structure: WESTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 616615,  Location: 2.0 W I 29 INTERCH (Lat: 44.326131,  Lng: -96.797508),  Route carried "on" structure: Bypass US 14,  Year Built: 1967,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 5,128 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,299 (year 2027),  Design Load: HS 20,  Features Intersected: SIX MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.470,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.43m (11.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $100,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 616915,  Location: 1.6 W I 29 INTERCH (Lat: 44.325989,  Lng: -96.789786),  Route carried "on" structure: Bypass US 14,  Year Built: 1968,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 10,256 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,598 (year 2027),  Design Load: HS 20,  Features Intersected: EAST BR SIX MILE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.850,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6170147,  Location: MEDARY AVE N BYPASS BRKGS (Lat: 44.330950,  Lng: -96.788231),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.03m (9.94ft),  Average Daily Traffic: 3,213 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,213 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SIX MILE CK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6170149,  Location: MEDARY AVE N BYPASS BRKGS (Lat: 44.327239,  Lng: -96.788339),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,213 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,213 (year 2025),  Design Load: HS 20,  Features Intersected: EAST BR SIX MILE CK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6184169,  Location: 0.9 S US 14 INTERCH (Lat: 44.298450,  Lng: -96.758811),  Route carried "on" structure: Interstate 29,  Year Built: 1966,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 5,420 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,925 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PRIVATE RD, D M & E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.890,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $700,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 618515,  Location: US14 BY-PASS INTERCHANGE (Lat: 44.325803,  Lng: -96.757842),  Route carried "on" structure: Bypass US 14,  Year Built: 1966,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 2,450 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,289 (year 2027),  Design Load: HS 20,  Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.340,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6185159,  Location: US 14 & I 29 INTERCHANGE (Lat: 44.311681,  Lng: -96.758072),  Route carried "on" structure: US 14,  Year Built: 1966,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 2,350 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,937 (year 2027),  Design Load: HS 20,  Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.970,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 618516,  Location: US 14 & I 29 INTERCHANGE (Lat: 44.311450,  Lng: -96.758086),  Route carried "on" structure: US 14,  Year Built: 1966,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 2,350 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,937 (year 2027),  Design Load: HS 20,  Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.970,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6185169,  Location: 0.9 S US 14 INTERCH (Lat: 44.298369,  Lng: -96.758469),  Route carried "on" structure: Interstate 29,  Year Built: 1966,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 5,420 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,925 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PRIVATE RD, D M & E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.890,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $700,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6184169,  Location: 0.9 S US 14 INTERCH (Lat: 44.298450,  Lng: -96.758811),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 20 (year 2006),  Features Intersected: PRIVATE RD, D M & E RR,  Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 618515,  Location: US14 BY-PASS INTERCHANGE (Lat: 44.325803,  Lng: -96.757842),  Route carried "under" structure: Interstate 29,  Year Built: 1966,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 8,710 (year 2007),  Truck Traffic: 21%,  Features Intersected: I029,  Facility Carried by Structure: US014 B
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.379,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6185159,  Location: US 14 & I 29 INTERCHANGE (Lat: 44.311681,  Lng: -96.758072),  Route carried "under" structure: Interstate 29,  Year Built: 1966,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 8,820 (year 2007),  Truck Traffic: 22%,  Features Intersected: I029,  Facility Carried by Structure: US014 W
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 13.281,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 618516,  Location: US 14 & I 29 INTERCHANGE (Lat: 44.311450,  Lng: -96.758086),  Route carried "under" structure: Interstate 29,  Year Built: 1966,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 10,840 (year 2007),  Truck Traffic: 18%,  Features Intersected: I029,  Facility Carried by Structure: US014 E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 13.278,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6185169,  Location: 0.9 S US 14 INTERCH (Lat: 44.298369,  Lng: -96.758469),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 20 (year 2006),  Features Intersected: PRIVATE RD, D M & E RR,  Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)