Bridge Statistics for Allentown, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 180ft / 54.8mTotal length
- 19,750Total average daily traffic
- 4,063Total average daily truck traffic
- 34,270Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Allentown
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31960-1969
- 21970-1979
- 41990-1999
- 22000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 9.1%Very good
- 72.7%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 63.6%Good
- 18.2%Satisfactory
- Bridge Condition - Substructure
- 18.2%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 13.3%Excellent
- 33.3%Good
- 40.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: 160158, Location: 0.4MI NORTH OF US-98 (Lat: 28.254222, Lng: -82.055528), Route carried "on" structure: State highway 471, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: HS 20+Mod, Features Intersected: OVERSTREET PIT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 65.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 160158, Location: 0.4MI NORTH OF US-98 (Lat: 28.254222, Lng: -82.055528), Route carried "on" structure: State highway 471, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: HS 20+Mod, Features Intersected: OVERSTREET PIT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 65.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 160159, Location: 1.5MI NORTH OF US-98 (Lat: 28.268617, Lng: -82.055528), Route carried "on" structure: State highway 471, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: HS 20+Mod, Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 68.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 160159, Location: 1.5MI NORTH OF US-98 (Lat: 28.268617, Lng: -82.055528), Route carried "on" structure: State highway 471, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: HS 20+Mod, Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 68.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 16016, Location: 6.2 MI EAST OF SR-37 (Lat: 27.746906, Lng: -81.900667), Route carried "on" structure: County highway 630, Year Built: 1960, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,950 (year 2042), Features Intersected: MARIA'S CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: August 2021
Structure Number: 16016, Location: 6.2 MI EAST OF SR-37 (Lat: 27.746906, Lng: -81.900667), Route carried "on" structure: County highway 630, Year Built: 1960, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,950 (year 2042), Features Intersected: MARIA'S CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: August 2021
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Structure Number: 580021, Location: 1.3 Mi West of SR 87 (Lat: 30.834883, Lng: -87.071103), Route carried "on" structure: County highway 178, Year Built: 1971, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,128 (year 2040), Design Load: HS 20, Features Intersected: Coldwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580021, Location: 1.3 Mi West of SR 87 (Lat: 30.834883, Lng: -87.071103), Route carried "on" structure: County highway 178, Year Built: 1971, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,128 (year 2040), Design Load: HS 20, Features Intersected: Coldwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580067, Location: 2.22 Mi West of SR 87 (Lat: 30.835089, Lng: -87.086097), Route carried "on" structure: County highway 178, Year Built: 1901, Year Reconstructed: 1971, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 868 (year 2040), Design Load: HS 20, Features Intersected: Mare Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.987, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
Structure Number: 580067, Location: 2.22 Mi West of SR 87 (Lat: 30.835089, Lng: -87.086097), Route carried "on" structure: County highway 178, Year Built: 1901, Year Reconstructed: 1971, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 868 (year 2040), Design Load: HS 20, Features Intersected: Mare Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.987, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020
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Structure Number: 580086, Location: 8.0mi South of SR4 (Lat: 30.789456, Lng: -87.041450), Route carried "on" structure: State highway 87, Year Built: 1978, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Coldwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.849, Lanes on structure: 2, Base Highway Network: Yes, 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: 10, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Other
Structure Number: 580086, Location: 8.0mi South of SR4 (Lat: 30.789456, Lng: -87.041450), Route carried "on" structure: State highway 87, Year Built: 1978, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Coldwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.849, Lanes on structure: 2, Base Highway Network: Yes, 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: 10, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Other
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Structure Number: 580105, Location: 2.8mi. N of CR182 (Lat: 30.802208, Lng: -87.042247), Route carried "on" structure: State highway 87, Year Built: 1994, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Manning Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580105, Location: 2.8mi. N of CR182 (Lat: 30.802208, Lng: -87.042247), Route carried "on" structure: State highway 87, Year Built: 1994, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Manning Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58415, Location: 0.1 Mi West of SR 87 (Lat: 30.793692, Lng: -87.043422), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Manning Creek, Facility Carried by Structure: Manning Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Wood or Timber
Structure Number: 58415, Location: 0.1 Mi West of SR 87 (Lat: 30.793692, Lng: -87.043422), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Manning Creek, Facility Carried by Structure: Manning Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Wood or Timber
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Structure Number: 584152, Location: 0.5 Mi N of Hwy 178 (Lat: 30.842406, Lng: -87.087308), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 261 (year 2042), Design Load: HL 93, Features Intersected: W Fork Coldwater Creek, Facility Carried by Structure: Walling Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 584152, Location: 0.5 Mi N of Hwy 178 (Lat: 30.842406, Lng: -87.087308), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 261 (year 2042), Design Load: HL 93, Features Intersected: W Fork Coldwater Creek, Facility Carried by Structure: Walling Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 584156, Location: 0.5 Mi South of SR 178 (Lat: 30.828939, Lng: -87.091319), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 261 (year 2042), Features Intersected: Mare Branch, Facility Carried by Structure: Penton Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.302, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 584156, Location: 0.5 Mi South of SR 178 (Lat: 30.828939, Lng: -87.091319), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 261 (year 2042), Features Intersected: Mare Branch, Facility Carried by Structure: Penton Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.302, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 584198, Location: 1 Mi North of Hwy 89 (Lat: 30.817117, Lng: -87.115964), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Design Load: HS 20, Features Intersected: Mare Branch, Facility Carried by Structure: Pineview Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.534, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2018, Deck Structure Type: Wood or Timber
Structure Number: 584198, Location: 1 Mi North of Hwy 89 (Lat: 30.817117, Lng: -87.115964), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Design Load: HS 20, Features Intersected: Mare Branch, Facility Carried by Structure: Pineview Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.534, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2018, Deck Structure Type: Wood or Timber
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Structure Number: 584204, Location: 1.6 Mi West of SR 87 (Lat: 30.727383, Lng: -87.067133), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Design Load: H 10, Features Intersected: Clear Creek, Facility Carried by Structure: Clear Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.570, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Inventory Rating: 66.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 584204, Location: 1.6 Mi West of SR 87 (Lat: 30.727383, Lng: -87.067133), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Design Load: H 10, Features Intersected: Clear Creek, Facility Carried by Structure: Clear Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.570, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Inventory Rating: 66.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 584226, Location: 1.5 Mi East of SR 87 (Lat: 30.791111, Lng: -87.024056), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,475 (year 2041), Design Load: HL 93, Features Intersected: Big Coldwater Creek, Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.848, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 584226, Location: 1.5 Mi East of SR 87 (Lat: 30.791111, Lng: -87.024056), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,475 (year 2041), Design Load: HL 93, Features Intersected: Big Coldwater Creek, Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.848, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 584227, Location: 3.7 Mi East of SR 87 (Lat: 30.776778, Lng: -86.996556), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,475 (year 2041), Design Load: HL 93, Features Intersected: Bass Brinks Creek, Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 584227, Location: 3.7 Mi East of SR 87 (Lat: 30.776778, Lng: -86.996556), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,475 (year 2041), Design Load: HL 93, Features Intersected: Bass Brinks Creek, Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 584228, Location: 4.3 Mi East of CR 87 (Lat: 30.773000, Lng: -86.988972), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,475 (year 2041), Design Load: HL 93, Features Intersected: Wolfe Creek, Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 584228, Location: 4.3 Mi East of CR 87 (Lat: 30.773000, Lng: -86.988972), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,475 (year 2041), Design Load: HL 93, Features Intersected: Wolfe Creek, Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels