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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 148ft / 45.4mTotal length
  • $12,945,000Total costs
  • 3,121Total average daily traffic
  • 79Total average daily truck traffic
  • 3,130Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bruce
  • No street view available for this location

New bridges in Bruce, SD - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31960-1969
  • 41970-1979
  • 31990-1999
  • 12000-2009
  • 12010-2019
  • 12020-2022
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Very good
  • 50.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.0%Very good
  • 30.0%Good
  • 30.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Very good
  • 40.0%Good
  • 10.0%Satisfactory
  • 20.0%Fair
  • 20.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 14.3%Excellent
  • 50.0%Very good
  • 28.6%Good
  • 7.1%Satisfactory
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Structure Number: 610308,  Location: 1.7W & 1S BRUCE (Lat: 44.427850,  Lng: -96.921994),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 432 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 432 (year 2032),  Design Load: H 20,  Features Intersected: OAKWOOD LAKE OVERFLOW,  Facility Carried by Structure: 204TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $368,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610709,  Location: 7N & 6.3W BROOKINGS (Lat: 44.413256,  Lng: -96.912794),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 205TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.37m (14.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $707,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,218,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611208,  Location: 1S & 0.8W BRUCE (Lat: 44.427775,  Lng: -96.903825),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 735 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 204TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,310,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $2,091,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611306,  Location: 1.25N & 0.4W BRUCE (Lat: 44.456278,  Lng: -96.900378),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 202ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $982,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 611307,  Location: 0.25N & 0.4W BRUCE (Lat: 44.442281,  Lng: -96.901069),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 203RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.08m (16.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,394,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6120053,  Location: 1.7N BRUCE (Lat: 44.467542,  Lng: -96.887447),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 485 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 485 (year 2032),  Design Load: HL 93,  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 466TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 612903,  Location: 13N & 4.1W BROOKINGS (Lat: 44.500036,  Lng: -96.870894),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 199TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.31m (14.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $696,000,  Roadway Improvement Cost: $697,000,  Total Project Cost: $1,204,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 613104,  Location: 3N & 1.1E BRUCE (Lat: 44.485478,  Lng: -96.865486),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Features Intersected: BIG SIOUX RV,  Facility Carried by Structure: 200TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $778,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,341,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 613111,  Location: 5N & 3.9W BROOKINGS (Lat: 44.384211,  Lng: -96.864925),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: NORTH DEER CK,  Facility Carried by Structure: 207TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $1,128,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 61391,  Location: 6N & 3.1W BROOKINGS (Lat: 44.398664,  Lng: -96.850733),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 35 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 35 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORTH DEER CK,  Facility Carried by Structure: 206TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $476,000 ( Estimate for 2020)
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Structure Number: 614109,  Location: 7N & 2.9W BROOKINGS (Lat: 44.413175,  Lng: -96.846158),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Features Intersected: NORTH DEER CK,  Facility Carried by Structure: 205TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 22.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $683,000 ( Estimate for 2020),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 614308,  Location: 2.3E & 1S BRUCE (Lat: 44.427656,  Lng: -96.841908),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 735 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 20,  Features Intersected: NORTH DEER CK,  Facility Carried by Structure: 204TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 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,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $612,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $1,108,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6150073,  Location: 2W & 8.7N BROOKINGS (Lat: 44.440678,  Lng: -96.828058),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 92 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 92 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CK,  Facility Carried by Structure: 469TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 91.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $476,000 ( Estimate for 2020)
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Structure Number: 615107,  Location: 9N & 1.9W BROOKINGS (Lat: 44.442300,  Lng: -96.826164),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 39 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORTH DEER CK,  Facility Carried by Structure: 203RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 97.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $476,000 ( Estimate for 2020)
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