Bridge Statistics for Robertsdale, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 669ft / 204mTotal length
- $67,598,000Total costs
- 53,460Total average daily traffic
- 1,211Total average daily truck traffic
- 74,368Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Robertsdale
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11980-1989
- 21990-1999
- 22000-2009
- 102010-2019
- Bridge Condition - Deck
- 46.2%Very good
- 53.8%Good
- Bridge Condition - Superstructure
- 76.9%Very good
- 23.1%Good
- Bridge Condition - Substructure
- 61.5%Very good
- 30.8%Good
- 7.7%Satisfactory
- Bridge Condition - Channel
- 68.8%Very good
- 12.5%Good
- 12.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 618, Location: 0.6 MI E OF S JCT SR 59 (Lat: 30.563806, Lng: -87.707339), Route carried "on" structure: US 90, Year Built: 1929, Year Reconstructed: 1931, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,330 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,995 (year 2039), Design Load: H 15, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $33,000, Total Project Cost: $359,000 ( Estimate for 2022)
Structure Number: 618, Location: 0.6 MI E OF S JCT SR 59 (Lat: 30.563806, Lng: -87.707339), Route carried "on" structure: US 90, Year Built: 1929, Year Reconstructed: 1931, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,330 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,995 (year 2039), Design Load: H 15, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $33,000, Total Project Cost: $359,000 ( Estimate for 2022)
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Structure Number: 12989, Location: 2.7 MI E OF JCT SR 59 (Lat: 30.565322, Lng: -87.672747), Route carried "on" structure: US 90, Year Built: 1983, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 7,330 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,995 (year 2039), Design Load: HS 20, Features Intersected: BLACKWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 13.4m (44.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.28m (33.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $3,244,000, Roadway Improvement Cost: $324,000, Total Project Cost: $3,568,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12989, Location: 2.7 MI E OF JCT SR 59 (Lat: 30.565322, Lng: -87.672747), Route carried "on" structure: US 90, Year Built: 1983, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 7,330 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,995 (year 2039), Design Load: HS 20, Features Intersected: BLACKWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 13.4m (44.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.28m (33.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $3,244,000, Roadway Improvement Cost: $324,000, Total Project Cost: $3,568,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15822, Location: 0.8 MI. E. OF CO. RD. 55 (Lat: 30.552842, Lng: -87.737417), Route carried "on" structure: County highway 52, Year Built: 1993, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 933 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,260 (year 2039), Design Load: HS 20, Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $29,000, Total Project Cost: $318,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15822, Location: 0.8 MI. E. OF CO. RD. 55 (Lat: 30.552842, Lng: -87.737417), Route carried "on" structure: County highway 52, Year Built: 1993, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 933 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,260 (year 2039), Design Load: HS 20, Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $29,000, Total Project Cost: $318,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16354, Location: 1.2 MI. E. OF CO. RD. 65 (Lat: 30.596447, Lng: -87.696797), Route carried "on" structure: County highway 71, Year Built: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 921 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,244 (year 2038), Design Load: HS 20, Features Intersected: BLACKWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: December 2018, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16354, Location: 1.2 MI. E. OF CO. RD. 65 (Lat: 30.596447, Lng: -87.696797), Route carried "on" structure: County highway 71, Year Built: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 921 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,244 (year 2038), Design Load: HS 20, Features Intersected: BLACKWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: December 2018, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1952, Location: 0.7 MI. W. OF CO. RD. 83 (Lat: 30.603983, Lng: -87.677867), Route carried "on" structure: County highway 62, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 485 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 655 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $68,000, Total Project Cost: $748,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1952, Location: 0.7 MI. W. OF CO. RD. 83 (Lat: 30.603983, Lng: -87.677867), Route carried "on" structure: County highway 62, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 485 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 655 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $68,000, Total Project Cost: $748,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2001, Location: 4.2 M. N. OF CR 32 (Lat: 30.534500, Lng: -87.665800), Route carried "on" structure: County highway 83, Year Built: 2013, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: WATERHOLE BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,544,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,698,000 ( Estimate for 2022)
Structure Number: 2001, Location: 4.2 M. N. OF CR 32 (Lat: 30.534500, Lng: -87.665800), Route carried "on" structure: County highway 83, Year Built: 2013, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: WATERHOLE BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,544,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,698,000 ( Estimate for 2022)
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Structure Number: 20011, Location: 2.6 M. N. OF CR 32 (Lat: 30.523650, Lng: -87.666061), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: WATERHOLE BRANCH, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,832,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,015,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20011, Location: 2.6 M. N. OF CR 32 (Lat: 30.523650, Lng: -87.666061), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: WATERHOLE BRANCH, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,832,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,015,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20012, Location: 0.4 M. N. OF US 90 (Lat: 30.572592, Lng: -87.666050), Route carried "on" structure: County highway 83, Year Built: 2012, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: DAVIS BRANCH, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,417,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,759,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20012, Location: 0.4 M. N. OF US 90 (Lat: 30.572592, Lng: -87.666050), Route carried "on" structure: County highway 83, Year Built: 2012, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: DAVIS BRANCH, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,417,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,759,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20013, Location: 0.4 MI. N. OF US 90 (Lat: 30.572594, Lng: -87.665803), Route carried "on" structure: County highway 83, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 1,585 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,139 (year 2039), Design Load: HS 20, Features Intersected: DAVIS BRANCH, Facility Carried by Structure: BALDWIN BEACH EXPR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,417,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,759,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20013, Location: 0.4 MI. N. OF US 90 (Lat: 30.572594, Lng: -87.665803), Route carried "on" structure: County highway 83, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 1,585 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,139 (year 2039), Design Load: HS 20, Features Intersected: DAVIS BRANCH, Facility Carried by Structure: BALDWIN BEACH EXPR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,417,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,759,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20019, Location: 4.9 M. N. OF CR 32 (Lat: 30.557944, Lng: -87.666058), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 45.72m (150.00ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: BLACKWATER RIVER, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.72m (150.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $13,167,000, Roadway Improvement Cost: $1,317,000, Total Project Cost: $14,484,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20019, Location: 4.9 M. N. OF CR 32 (Lat: 30.557944, Lng: -87.666058), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 45.72m (150.00ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: BLACKWATER RIVER, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.72m (150.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $13,167,000, Roadway Improvement Cost: $1,317,000, Total Project Cost: $14,484,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2002, Location: 4.9 M. N. OF CR 32 (Lat: 30.557814, Lng: -87.665811), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 45.72m (150.00ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: BLACKWATER RIVER, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.72m (150.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $13,167,000, Roadway Improvement Cost: $1,317,000, Total Project Cost: $14,484,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2002, Location: 4.9 M. N. OF CR 32 (Lat: 30.557814, Lng: -87.665811), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 45.72m (150.00ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: BLACKWATER RIVER, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.72m (150.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $13,167,000, Roadway Improvement Cost: $1,317,000, Total Project Cost: $14,484,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20021, Location: 4.3 M. N. OF CR 32 (Lat: 30.548536, Lng: -87.666078), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 28.04m (91.99ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.04m (91.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $8,076,000, Roadway Improvement Cost: $808,000, Total Project Cost: $8,884,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20021, Location: 4.3 M. N. OF CR 32 (Lat: 30.548536, Lng: -87.666078), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 28.04m (91.99ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.04m (91.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $8,076,000, Roadway Improvement Cost: $808,000, Total Project Cost: $8,884,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20022, Location: 4.3 M. N. OF CR 32 (Lat: 30.548533, Lng: -87.665836), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 28.04m (91.99ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.04m (91.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $8,076,000, Roadway Improvement Cost: $808,000, Total Project Cost: $8,884,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20022, Location: 4.3 M. N. OF CR 32 (Lat: 30.548533, Lng: -87.665836), Route carried "on" structure: County highway 83, Year Built: 2014, Status: Open, Structure Length: 28.04m (91.99ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: BEACH EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.04m (91.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $8,076,000, Roadway Improvement Cost: $808,000, Total Project Cost: $8,884,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20086, Location: 2.6 M. N. OF CR 32 (Lat: 30.523800, Lng: -87.665800), Route carried "on" structure: County highway 83, Year Built: 2012, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: WATERHOLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,832,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,015,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20086, Location: 2.6 M. N. OF CR 32 (Lat: 30.523800, Lng: -87.665800), Route carried "on" structure: County highway 83, Year Built: 2012, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,732 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,038 (year 2038), Design Load: HS 20, Features Intersected: WATERHOLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,832,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,015,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20756, Location: 0.3 MI. S. OF US 90 (Lat: 30.558986, Lng: -87.699950), Route carried "on" structure: City street 71, Year Built: 2014, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,968 (year 2018), Average Future Daily Traffic: 6,706 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.429, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20756, Location: 0.3 MI. S. OF US 90 (Lat: 30.558986, Lng: -87.699950), Route carried "on" structure: City street 71, Year Built: 2014, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,968 (year 2018), Average Future Daily Traffic: 6,706 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.429, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20806, Location: 1.6 M. E. OF COLLEGE AVE. (Lat: 30.553081, Lng: -87.668611), Route carried "on" structure: City street 52, Year Built: 2006, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 52 (year 2021), Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: WILTERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $76,000, Total Project Cost: $836,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20806, Location: 1.6 M. E. OF COLLEGE AVE. (Lat: 30.553081, Lng: -87.668611), Route carried "on" structure: City street 52, Year Built: 2006, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 52 (year 2021), Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: WILTERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $76,000, Total Project Cost: $836,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels