Bridge Statistics for Blue Springs, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 318ft / 96.8mTotal length
- $2,522,661,000Total costs
- 114,080Total average daily traffic
- 15,874Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Blue Springs
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21960-1969
- 131970-1979
- 21980-1989
- 31990-1999
- 32000-2009
- 82010-2019
- Bridge Condition - Deck
- 5.3%Very good
- 73.7%Good
- 10.5%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 31.6%Very good
- 42.1%Good
- 10.5%Satisfactory
- 15.8%Fair
- Bridge Condition - Substructure
- 21.1%Very good
- 47.4%Good
- 21.1%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Channel
- 53.3%Good
- 40.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 21000780730752A, Location: US 78 OVER SR 9 NORTH (Lat: 34.386506, Lng: -88.890692), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.067, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780730752A, Location: US 78 OVER SR 9 NORTH (Lat: 34.386506, Lng: -88.890692), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.067, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780730752B, Location: US 78 OVER SR 9 NORTH (Lat: 34.386728, Lng: -88.891442), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.068, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780730752B, Location: US 78 OVER SR 9 NORTH (Lat: 34.386728, Lng: -88.891442), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.068, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27000780730752, Location: COLL. RD OVER SR 9 NORTH (Lat: 34.386692, Lng: -88.890514), Route carried "on" structure: Ramp Interstate 22, Year Built: 2011, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: SR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.152, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27000780730752, Location: COLL. RD OVER SR 9 NORTH (Lat: 34.386692, Lng: -88.890514), Route carried "on" structure: Ramp Interstate 22, Year Built: 2011, Status: Open, Structure Length: 7.02m (23.03ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: SR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.152, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31000090731069, Location: 5.0 MI N US 78 (Lat: 34.433092, Lng: -88.846069), Route carried "on" structure: State highway 9, Year Built: 1993, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000090731069, Location: 5.0 MI N US 78 (Lat: 34.433092, Lng: -88.846069), Route carried "on" structure: State highway 9, Year Built: 1993, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001780730712, Location: 4.8 MI E SR 15 (Lat: 34.419011, Lng: -88.932519), Route carried "on" structure: State highway 178, Year Built: 1938, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: OKANNATIE W B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $915,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31001780730712, Location: 4.8 MI E SR 15 (Lat: 34.419011, Lng: -88.932519), Route carried "on" structure: State highway 178, Year Built: 1938, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: OKANNATIE W B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.487, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $915,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3100178073072, Location: 5.6 MI E SR 15 (Lat: 34.413439, Lng: -88.922019), Route carried "on" structure: State highway 178, Year Built: 1938, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: OKANNATIE E B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $110,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $391,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3100178073072, Location: 5.6 MI E SR 15 (Lat: 34.413439, Lng: -88.922019), Route carried "on" structure: State highway 178, Year Built: 1938, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: OKANNATIE E B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $110,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $391,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31003480730102, Location: 10.2 E SR 15 (Lat: 34.452336, Lng: -88.847428), Route carried "on" structure: State highway 348, Year Built: 1976, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 20, Features Intersected: DARLING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 31003480730102, Location: 10.2 E SR 15 (Lat: 34.452336, Lng: -88.847428), Route carried "on" structure: State highway 348, Year Built: 1976, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 20, Features Intersected: DARLING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 31003480730112, Location: 11.2 MI E SR 15 (Lat: 34.449414, Lng: -88.832181), Route carried "on" structure: State highway 348, Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 15, Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $46,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $204,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003480730112, Location: 11.2 MI E SR 15 (Lat: 34.449414, Lng: -88.832181), Route carried "on" structure: State highway 348, Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 15, Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $46,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $204,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000780730733, Location: 7.3 MI E SR 15 (Lat: 34.405286, Lng: -88.916544), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.486, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.88m (32.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $203,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $467,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000780730733, Location: 7.3 MI E SR 15 (Lat: 34.405286, Lng: -88.916544), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.486, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.88m (32.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $203,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $467,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000780730741, Location: 1.1 MI W SR 9 (Lat: 34.398472, Lng: -88.906256), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 230 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 203
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.523, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.08m (42.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $268,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $544,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000780730741, Location: 1.1 MI W SR 9 (Lat: 34.398472, Lng: -88.906256), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 230 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 203
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.523, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.08m (42.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $268,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $544,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA73000000001, Location: SEC 22 T 7S R 4E (Lat: 34.454194, Lng: -88.858964), Route carried "on" structure: County highway 74, Year Built: 1997, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: SPOUT SPRING BRANCH, Facility Carried by Structure: COUNTY ROAD 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021
Structure Number: SA73000000001, Location: SEC 22 T 7S R 4E (Lat: 34.454194, Lng: -88.858964), Route carried "on" structure: County highway 74, Year Built: 1997, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: SPOUT SPRING BRANCH, Facility Carried by Structure: COUNTY ROAD 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021
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Structure Number: SA7300000000102, Location: SEC 36 T 7S R 4E B (Lat: 34.422906, Lng: -88.827217), Route carried "on" structure: County highway 1972, Year Built: 2004, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: BROWN CREEK, Facility Carried by Structure: COUNTY ROAD 197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000102, Location: SEC 36 T 7S R 4E B (Lat: 34.422906, Lng: -88.827217), Route carried "on" structure: County highway 1972, Year Built: 2004, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: BROWN CREEK, Facility Carried by Structure: COUNTY ROAD 197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000103, Location: SEC 36 T 7S R 4E (Lat: 34.437019, Lng: -88.830519), Route carried "on" structure: County highway 7, Year Built: 1978, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 75 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 105 (year 2033), Features Intersected: SAWMILL CREEK, Facility Carried by Structure: COUNTY ROAD 189
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $130,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000103, Location: SEC 36 T 7S R 4E (Lat: 34.437019, Lng: -88.830519), Route carried "on" structure: County highway 7, Year Built: 1978, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 75 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 105 (year 2033), Features Intersected: SAWMILL CREEK, Facility Carried by Structure: COUNTY ROAD 189
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $130,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000109, Location: SEC 31 T 7S R 5E B (Lat: 34.426086, Lng: -88.820764), Route carried "on" structure: County highway 1972, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 575 (year 2040), Design Load: HS 15, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: COUNTY ROAD 197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000109, Location: SEC 31 T 7S R 5E B (Lat: 34.426086, Lng: -88.820764), Route carried "on" structure: County highway 1972, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 575 (year 2040), Design Load: HS 15, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: COUNTY ROAD 197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA730000000011, Location: SEC 31 T 7S R 5E (Lat: 34.436992, Lng: -88.818128), Route carried "on" structure: County highway 7, Year Built: 1989, Year Reconstructed: 2013, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 70 (year 2014), Average Future Daily Traffic: 105 (year 2034), Features Intersected: BRIDGE CREEK, Facility Carried by Structure: COUNTY ROAD 189
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $50,000, Total Project Cost: $183,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: SA730000000011, Location: SEC 31 T 7S R 5E (Lat: 34.436992, Lng: -88.818128), Route carried "on" structure: County highway 7, Year Built: 1989, Year Reconstructed: 2013, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 70 (year 2014), Average Future Daily Traffic: 105 (year 2034), Features Intersected: BRIDGE CREEK, Facility Carried by Structure: COUNTY ROAD 189
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $50,000, Total Project Cost: $183,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: SA7300000000141, Location: SEC 1 T 8S R 4E B (Lat: 34.413425, Lng: -88.841483), Route carried "on" structure: County highway 80, Year Built: 1974, Year Reconstructed: 2013, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2033), Features Intersected: MCWHORTER CREEK, Facility Carried by Structure: COUNTY ROAD 194
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $130,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000141, Location: SEC 1 T 8S R 4E B (Lat: 34.413425, Lng: -88.841483), Route carried "on" structure: County highway 80, Year Built: 1974, Year Reconstructed: 2013, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2033), Features Intersected: MCWHORTER CREEK, Facility Carried by Structure: COUNTY ROAD 194
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $130,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000142, Location: SEC 4 T 8S R 4E B (Lat: 34.414250, Lng: -88.878600), Route carried "on" structure: County highway 426, Year Built: 1991, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2034), Design Load: HS 20, Features Intersected: BURLINGTON & NORTHERN RR, Facility Carried by Structure: COUNTY ROAD 278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $55,000, Total Project Cost: $555,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000142, Location: SEC 4 T 8S R 4E B (Lat: 34.414250, Lng: -88.878600), Route carried "on" structure: County highway 426, Year Built: 1991, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2034), Design Load: HS 20, Features Intersected: BURLINGTON & NORTHERN RR, Facility Carried by Structure: COUNTY ROAD 278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $55,000, Total Project Cost: $555,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000144, Location: SEC 6 T 8S R 4E (Lat: 34.413056, Lng: -88.919542), Route carried "on" structure: County highway 69, Year Built: 2001, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA7300000000144, Location: SEC 6 T 8S R 4E (Lat: 34.413056, Lng: -88.919542), Route carried "on" structure: County highway 69, Year Built: 2001, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA7300000000145, Location: SEC 18 T 8S R 4E B (Lat: 34.379764, Lng: -88.919953), Route carried "on" structure: County highway 89, Year Built: 1968, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 15, Features Intersected: POPLAR SPRINGS CREEK, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021
Structure Number: SA7300000000145, Location: SEC 18 T 8S R 4E B (Lat: 34.379764, Lng: -88.919953), Route carried "on" structure: County highway 89, Year Built: 1968, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 15, Features Intersected: POPLAR SPRINGS CREEK, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021
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Structure Number: SA7300000000153, Location: SEC 4 T 8S R 4E (Lat: 34.410336, Lng: -88.891875), Route carried "on" structure: County highway 86, Year Built: 2009, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 75 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 113 (year 2034), Design Load: HS 20, Features Intersected: WELLSPRING RAILROAD SPUR, Facility Carried by Structure: CR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000153, Location: SEC 4 T 8S R 4E (Lat: 34.410336, Lng: -88.891875), Route carried "on" structure: County highway 86, Year Built: 2009, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 75 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 113 (year 2034), Design Load: HS 20, Features Intersected: WELLSPRING RAILROAD SPUR, Facility Carried by Structure: CR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000161, Location: SEC 30 T 7S R 4E (Lat: 34.440144, Lng: -88.919936), Route carried "on" structure: County highway 68, Year Built: 2012, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 20, Features Intersected: WEST BR OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 6.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $60,000, Total Project Cost: $390,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7300000000161, Location: SEC 30 T 7S R 4E (Lat: 34.440144, Lng: -88.919936), Route carried "on" structure: County highway 68, Year Built: 2012, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 20, Features Intersected: WEST BR OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 6.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $60,000, Total Project Cost: $390,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA730000000A128, Location: SEC 1 T 8S R 3E (Lat: 34.422358, Lng: -88.930672), Route carried "on" structure: County highway 72, Year Built: 2013, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 156 (year 2040), Design Load: HL 93, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA730000000A128, Location: SEC 1 T 8S R 3E (Lat: 34.422358, Lng: -88.930672), Route carried "on" structure: County highway 72, Year Built: 2013, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 156 (year 2040), Design Load: HL 93, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21000780730745, Location: 0.7 MI W SR 9 NORTH (Lat: 34.393631, Lng: -88.899861), Route carried "under" structure: ServiceInterstate 22, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 490 (year 2017), Truck Traffic: 8%, Features Intersected: I 22/RAMP/COUNTY ROAD, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 2.306, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 21000780730745, Location: 0.7 MI W SR 9 NORTH (Lat: 34.393631, Lng: -88.899861), Route carried "under" structure: ServiceInterstate 22, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 490 (year 2017), Truck Traffic: 8%, Features Intersected: I 22/RAMP/COUNTY ROAD, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 2.306, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 21000780730745, Location: 0.7 MI W SR 9 NORTH (Lat: 34.393300, Lng: -88.900261), Route carried "under" structure: Interstate 22, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 12,250 (year 2017), Truck Traffic: 8%, Features Intersected: I 22/SR 780/RAMP, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 35.977, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 21000780730745, Location: 0.7 MI W SR 9 NORTH (Lat: 34.393300, Lng: -88.900261), Route carried "under" structure: Interstate 22, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 12,250 (year 2017), Truck Traffic: 8%, Features Intersected: I 22/SR 780/RAMP, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 35.977, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 21000780730745, Location: 0.7 MI W SR 9 NORTH (Lat: 34.393469, Lng: -88.900050), Route carried "under" structure: Interstate 22, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 12,250 (year 2017), Truck Traffic: 8%, Features Intersected: I 22/RAMP/COUNTY ROAD, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 5.222, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 21000780730745, Location: 0.7 MI W SR 9 NORTH (Lat: 34.393469, Lng: -88.900050), Route carried "under" structure: Interstate 22, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 12,250 (year 2017), Truck Traffic: 8%, Features Intersected: I 22/RAMP/COUNTY ROAD, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 5.222, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 21000780730752A, Location: US 78 OVER SR 9 NORTH (Lat: 34.386711, Lng: -88.890969), Route carried "under" structure: State highway 9, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 8%, Features Intersected: SR 9, Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.299, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 21000780730752A, Location: US 78 OVER SR 9 NORTH (Lat: 34.386711, Lng: -88.890969), Route carried "under" structure: State highway 9, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 8%, Features Intersected: SR 9, Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.299, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 21000780730752B, Location: US 78 OVER SR 9 NORTH (Lat: 34.386531, Lng: -88.891169), Route carried "under" structure: State highway 9, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 8%, Features Intersected: SR 9, Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.272, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 21000780730752B, Location: US 78 OVER SR 9 NORTH (Lat: 34.386531, Lng: -88.891169), Route carried "under" structure: State highway 9, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 8%, Features Intersected: SR 9, Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.272, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 27000780730752, Location: COLL. RD OVER SR 9 NORTH (Lat: 34.386889, Lng: -88.890781), Route carried "under" structure: State highway 9, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 8%, Features Intersected: SR 9, Facility Carried by Structure: US 78 RAMP
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.327, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 27000780730752, Location: COLL. RD OVER SR 9 NORTH (Lat: 34.386889, Lng: -88.890781), Route carried "under" structure: State highway 9, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 8%, Features Intersected: SR 9, Facility Carried by Structure: US 78 RAMP
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.327, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 31001780730738, Location: 0.7 MI W SR 9 NORTH (Lat: 34.395661, Lng: -88.897419), Route carried "under" structure: State highway 178, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 8%, Features Intersected: SR 178, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 32.641, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 31001780730738, Location: 0.7 MI W SR 9 NORTH (Lat: 34.395661, Lng: -88.897419), Route carried "under" structure: State highway 178, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 8%, Features Intersected: SR 178, Facility Carried by Structure: TOYOTA RR SPUR
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 32.641, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 41000780730733, Location: 7.3 MI E SR 15 (Lat: 34.405011, Lng: -88.916681), Route carried "under" structure: Interstate 22, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 7.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 41000780730733, Location: 7.3 MI E SR 15 (Lat: 34.405011, Lng: -88.916681), Route carried "under" structure: Interstate 22, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 7.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 41000780730733, Location: 7.3 MI E SR 15 (Lat: 34.404789, Lng: -88.916789), Route carried "under" structure: Interstate 22, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 33.988, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 41000780730733, Location: 7.3 MI E SR 15 (Lat: 34.404789, Lng: -88.916789), Route carried "under" structure: Interstate 22, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 205
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 33.988, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 41000780730741, Location: 1.1 MI W SR 9 (Lat: 34.398069, Lng: -88.906219), Route carried "under" structure: Interstate 22, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 203
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 5.985, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 41000780730741, Location: 1.1 MI W SR 9 (Lat: 34.398069, Lng: -88.906219), Route carried "under" structure: Interstate 22, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 203
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 5.985, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 41000780730741, Location: 1.1 MI W SR 9 (Lat: 34.397731, Lng: -88.906219), Route carried "under" structure: Interstate 22, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 203
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 35.241, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 41000780730741, Location: 1.1 MI W SR 9 (Lat: 34.397731, Lng: -88.906219), Route carried "under" structure: Interstate 22, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 22, Facility Carried by Structure: COUNTY ROAD 203
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 35.241, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)