Bridge Statistics for Elberta, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 138ft / 42.1mTotal length
- $14,311,000Total costs
- 50,122Total average daily traffic
- 1,413Total average daily truck traffic
- 72,970Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Elberta
- No street view available for this location
- New bridges - historical statistics
- 51980-1989
- 51990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 63.6%Good
- 36.4%Satisfactory
- Bridge Condition - Superstructure
- 81.8%Good
- 18.2%Satisfactory
- Bridge Condition - Substructure
- 9.1%Very good
- 72.7%Good
- 18.2%Satisfactory
- Bridge Condition - Channel
- 14.3%Excellent
- 28.6%Very good
- 28.6%Good
- 28.6%Satisfactory
- Bridge Condition - Culverts
- 66.7%Excellent
- 33.3%Very good
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Structure Number: 13045, Location: 1.8 MI. N. OF CO. RD. 32 (Lat: 30.500539, Lng: -87.581678), Route carried "on" structure: County highway 87, Year Built: 1983, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,224 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,653 (year 2038), Design Load: HS 20, Features Intersected: NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: December 2018, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13045, Location: 1.8 MI. N. OF CO. RD. 32 (Lat: 30.500539, Lng: -87.581678), Route carried "on" structure: County highway 87, Year Built: 1983, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,224 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,653 (year 2038), Design Load: HS 20, Features Intersected: NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: December 2018, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13357, Location: 1.9 MI. N. OF CO. RD. 32 (Lat: 30.501728, Lng: -87.581678), Route carried "on" structure: County highway 87, Year Built: 1984, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,246 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,682 (year 2038), Design Load: HS 20, Features Intersected: NEGRO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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 desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13357, Location: 1.9 MI. N. OF CO. RD. 32 (Lat: 30.501728, Lng: -87.581678), Route carried "on" structure: County highway 87, Year Built: 1984, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,246 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,682 (year 2038), Design Load: HS 20, Features Intersected: NEGRO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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 desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14587, Location: 3.5 MI E SR 59 (Lat: 30.406881, Lng: -87.626383), Route carried "on" structure: US 98, Year Built: 1988, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 12,774 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 19,161 (year 2039), Design Load: HS 20, Features Intersected: OAK POND BRANCH WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 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: 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 desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $974,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,071,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14587, Location: 3.5 MI E SR 59 (Lat: 30.406881, Lng: -87.626383), Route carried "on" structure: US 98, Year Built: 1988, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 12,774 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 19,161 (year 2039), Design Load: HS 20, Features Intersected: OAK POND BRANCH WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 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: 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 desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $974,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,071,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14588, Location: 3.6 MI E SR 59 (Lat: 30.406875, Lng: -87.625003), Route carried "on" structure: US 98, Year Built: 1988, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 12,774 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 19,161 (year 2039), Design Load: HS 20, Features Intersected: OAK POND BRANCH EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.736, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $974,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,071,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14588, Location: 3.6 MI E SR 59 (Lat: 30.406875, Lng: -87.625003), Route carried "on" structure: US 98, Year Built: 1988, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 12,774 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 19,161 (year 2039), Design Load: HS 20, Features Intersected: OAK POND BRANCH EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.736, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $974,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,071,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14589, Location: 0.4 MI E CO 83 (Lat: 30.414317, Lng: -87.591792), Route carried "on" structure: US 98, Year Built: 1988, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 10,420 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,630 (year 2039), Design Load: HS 20, Features Intersected: MIFLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.61m (15.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,328,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,461,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14589, Location: 0.4 MI E CO 83 (Lat: 30.414317, Lng: -87.591792), Route carried "on" structure: US 98, Year Built: 1988, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 10,420 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,630 (year 2039), Design Load: HS 20, Features Intersected: MIFLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.61m (15.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,328,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,461,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16027, Location: 2.8 MI. W. OF CO. RD. 87 (Lat: 30.363906, Lng: -87.602453), Route carried "on" structure: County highway 20, Year Built: 1995, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,237 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,020 (year 2039), Design Load: HS 20, Features Intersected: MIFLIN 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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,911,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,102,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16027, Location: 2.8 MI. W. OF CO. RD. 87 (Lat: 30.363906, Lng: -87.602453), Route carried "on" structure: County highway 20, Year Built: 1995, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,237 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,020 (year 2039), Design Load: HS 20, Features Intersected: MIFLIN 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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,911,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,102,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16346, Location: 0.5 MI. W. OF CO. RD. 95 (Lat: 30.472903, Lng: -87.555050), Route carried "on" structure: County highway 32, Year Built: 1996, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 467 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 631 (year 2038), Design Load: HS 20, Features Intersected: THREE MILE 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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: December 2018, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $90,000, Total Project Cost: $986,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16346, Location: 0.5 MI. W. OF CO. RD. 95 (Lat: 30.472903, Lng: -87.555050), Route carried "on" structure: County highway 32, Year Built: 1996, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 467 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 631 (year 2038), Design Load: HS 20, Features Intersected: THREE MILE 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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: December 2018, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $90,000, Total Project Cost: $986,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16348, Location: 1.4 MI. S. OF U. S. 98 (Lat: 30.392583, Lng: -87.598297), Route carried "on" structure: County highway 83, Year Built: 1997, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,419 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,869 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Febuary 2021, Bridge Improvement Cost: $642,000, Roadway Improvement Cost: $64,000, Total Project Cost: $706,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16348, Location: 1.4 MI. S. OF U. S. 98 (Lat: 30.392583, Lng: -87.598297), Route carried "on" structure: County highway 83, Year Built: 1997, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,419 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,869 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Febuary 2021, Bridge Improvement Cost: $642,000, Roadway Improvement Cost: $64,000, Total Project Cost: $706,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17033, Location: 1.2 MI. W. OF CO. RD. 95 (Lat: 30.363028, Lng: -87.567778), Route carried "on" structure: County highway 20, Year Built: 1997, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,290 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,742 (year 2039), Design Load: HS 20, Features Intersected: HAMMOCK 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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,543,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17033, Location: 1.2 MI. W. OF CO. RD. 95 (Lat: 30.363028, Lng: -87.567778), Route carried "on" structure: County highway 20, Year Built: 1997, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,290 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,742 (year 2039), Design Load: HS 20, Features Intersected: HAMMOCK 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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,543,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17121, Location: 2.6 MI. N. OF U. S. 98 (Lat: 30.451658, Lng: -87.547764), Route carried "on" structure: County highway 95, Year Built: 1999, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 552 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 746 (year 2039), Design Load: HS 20, Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 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: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $723,000, Roadway Improvement Cost: $72,000, Total Project Cost: $795,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17121, Location: 2.6 MI. N. OF U. S. 98 (Lat: 30.451658, Lng: -87.547764), Route carried "on" structure: County highway 95, Year Built: 1999, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 552 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 746 (year 2039), Design Load: HS 20, Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 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: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $723,000, Roadway Improvement Cost: $72,000, Total Project Cost: $795,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18509, Location: 1.5 MI. S. OF U.S. 98 (Lat: 30.394942, Lng: -87.510022), Route carried "on" structure: County highway 97, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,070 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,445 (year 2041), Design Load: HS 20, Features Intersected: SOLDIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $90,000, Total Project Cost: $986,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18509, Location: 1.5 MI. S. OF U.S. 98 (Lat: 30.394942, Lng: -87.510022), Route carried "on" structure: County highway 97, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,070 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,445 (year 2041), Design Load: HS 20, Features Intersected: SOLDIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $90,000, Total Project Cost: $986,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20703, Location: 1.4 M. S. OF US 98 (Lat: 30.392100, Lng: -87.598294), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,419 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,869 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CO. RD. 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $52,000, Total Project Cost: $576,000 ( Estimate for 2022)
Structure Number: 20703, Location: 1.4 M. S. OF US 98 (Lat: 30.392100, Lng: -87.598294), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,419 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,869 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CO. RD. 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $52,000, Total Project Cost: $576,000 ( Estimate for 2022)
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Structure Number: 2107, Location: .08 MI E. of CO RD 87 (Lat: 30.443694, Lng: -87.568047), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 70 (year 2017), Average Future Daily Traffic: 95 (year 2037), Features Intersected: Three Mile Creek, Facility Carried by Structure: Woerner Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $78,000, Total Project Cost: $860,000 ( Estimate for 2022)
Structure Number: 2107, Location: .08 MI E. of CO RD 87 (Lat: 30.443694, Lng: -87.568047), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 70 (year 2017), Average Future Daily Traffic: 95 (year 2037), Features Intersected: Three Mile Creek, Facility Carried by Structure: Woerner Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $78,000, Total Project Cost: $860,000 ( Estimate for 2022)
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Structure Number: 2113, Location: _1.28m S of CR 32 (Lat: 30.454256, Lng: -87.581403), Route carried "on" structure: County highway 87, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,160 (year 2016), Average Future Daily Traffic: 4,266 (year 2036), Design Load: HS 20, Features Intersected: Trib. to Three Mile CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 56.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $360,000 ( Estimate for 2022)
Structure Number: 2113, Location: _1.28m S of CR 32 (Lat: 30.454256, Lng: -87.581403), Route carried "on" structure: County highway 87, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,160 (year 2016), Average Future Daily Traffic: 4,266 (year 2036), Design Load: HS 20, Features Intersected: Trib. to Three Mile CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 56.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $360,000 ( Estimate for 2022)