Bridge Statistics for Duncan, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 243ft / 73.8mTotal length
- $1,187,000Total costs
- 6,870Total average daily traffic
- 1,077Total average daily truck traffic
- 8,200Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Duncan
- No street view available for this location
- New bridges - historical statistics
- 11970-1979
- 31980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Superstructure
- 30.0%Very good
- 60.0%Good
- 10.0%Fair
- Bridge Condition - Substructure
- 30.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 60.0%Very good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 21000610062423, Location: 13.0 MI N JCT 161 (Lat: 34.009258, Lng: -90.752425), Route carried "on" structure: US 61, Year Built: 1993, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.860, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000610062423, Location: 13.0 MI N JCT 161 (Lat: 34.009258, Lng: -90.752425), Route carried "on" structure: US 61, Year Built: 1993, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.860, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000610062423A, Location: 4.2 MI N SR 32 (Lat: 34.010581, Lng: -90.752744), Route carried "on" structure: US 61, Year Built: 2005, Status: Open, Structure Length: 14.68m (48.16ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.858, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000610062423A, Location: 4.2 MI N SR 32 (Lat: 34.010581, Lng: -90.752744), Route carried "on" structure: US 61, Year Built: 2005, Status: Open, Structure Length: 14.68m (48.16ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.858, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004440060058, Location: 0.6 MI W US 61 (Lat: 34.046153, Lng: -90.749833), Route carried "on" structure: State highway 444, Year Built: 2008, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31004440060058, Location: 0.6 MI W US 61 (Lat: 34.046153, Lng: -90.749833), Route carried "on" structure: State highway 444, Year Built: 2008, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA060000000022, Location: SEC 8 T25N R 5W B (Lat: 34.057592, Lng: -90.744122), Route carried "on" structure: County highway 881, Year Built: 1978, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 110 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2035), Design Load: HS 20, Features Intersected: ALLIGATOR BAYOU, Facility Carried by Structure: MAGNOLIA HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $20,000, Total Project Cost: $275,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels
Structure Number: SA060000000022, Location: SEC 8 T25N R 5W B (Lat: 34.057592, Lng: -90.744122), Route carried "on" structure: County highway 881, Year Built: 1978, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 110 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2035), Design Load: HS 20, Features Intersected: ALLIGATOR BAYOU, Facility Carried by Structure: MAGNOLIA HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $20,000, Total Project Cost: $275,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA0600000000222, Location: SEC 20 T25N R 5W (Lat: 34.031667, Lng: -90.732972), Route carried "on" structure: County highway 101, Year Built: 1982, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 90 (year 2034), Design Load: HS 20, Features Intersected: BCH OF HUSHPUCKENA RIVER, Facility Carried by Structure: MCMURCHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
Structure Number: SA0600000000222, Location: SEC 20 T25N R 5W (Lat: 34.031667, Lng: -90.732972), Route carried "on" structure: County highway 101, Year Built: 1982, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 90 (year 2034), Design Load: HS 20, Features Intersected: BCH OF HUSHPUCKENA RIVER, Facility Carried by Structure: MCMURCHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA0600000000226, Location: SEC 26 T25N R 5W (Lat: 34.013128, Lng: -90.695075), Route carried "on" structure: County highway 117, Year Built: 1981, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 30 (year 2034), Design Load: HS 20, Features Intersected: TURN BAYOU, Facility Carried by Structure: CADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels
Structure Number: SA0600000000226, Location: SEC 26 T25N R 5W (Lat: 34.013128, Lng: -90.695075), Route carried "on" structure: County highway 117, Year Built: 1981, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 30 (year 2034), Design Load: HS 20, Features Intersected: TURN BAYOU, Facility Carried by Structure: CADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA0600000000227, Location: SEC 29 T25N R 5W B (Lat: 34.001944, Lng: -90.743611), Route carried "on" structure: County highway 27, Year Built: 1990, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2038), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: BURROUGHS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0600000000227, Location: SEC 29 T25N R 5W B (Lat: 34.001944, Lng: -90.743611), Route carried "on" structure: County highway 27, Year Built: 1990, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2038), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: BURROUGHS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0600000000231, Location: SEC 26 T25N R 6W (Lat: 34.010094, Lng: -90.795750), Route carried "on" structure: County highway 114, Year Built: 1980, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: SUGAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $60,000, Total Project Cost: $610,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels
Structure Number: SA0600000000231, Location: SEC 26 T25N R 6W (Lat: 34.010094, Lng: -90.795750), Route carried "on" structure: County highway 114, Year Built: 1980, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: SUGAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $60,000, Total Project Cost: $610,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA0600000000247, Location: SEC 14 T25N R 6W (Lat: 34.032500, Lng: -90.785000), Route carried "on" structure: County highway 106, Year Built: 2011, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2038), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: CASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0600000000247, Location: SEC 14 T25N R 6W (Lat: 34.032500, Lng: -90.785000), Route carried "on" structure: County highway 106, Year Built: 2011, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2038), Design Load: HS 20, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: CASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA060000000A228, Location: SEC 30 T25N R 5W (Lat: 34.009222, Lng: -90.756111), Route carried "on" structure: County highway 104, Year Built: 2014, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 80 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: HL 93, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: OLD HIGHWAY 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA060000000A228, Location: SEC 30 T25N R 5W (Lat: 34.009222, Lng: -90.756111), Route carried "on" structure: County highway 104, Year Built: 2014, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 80 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: HL 93, Features Intersected: HUSHPUCKENA RIVER, Facility Carried by Structure: OLD HIGHWAY 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete