Bridge Statistics for Orrville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 262ft / 80.4mTotal length
- $19,389,000Total costs
- 7,280Total average daily traffic
- 804Total average daily truck traffic
- 9,404Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Orrville
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 31960-1969
- 41970-1979
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Superstructure
- 55.6%Good
- 44.4%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
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Structure Number: 4848, Location: 0.97 MI N SR 22 W (Lat: 32.323881, Lng: -87.306075), Route carried "on" structure: County highway 21, Year Built: 1954, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 15, Features Intersected: TRIB TO BOGUE CHITTO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, 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: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $32,000, Total Project Cost: $354,000 ( Estimate for 2022)
Structure Number: 4848, Location: 0.97 MI N SR 22 W (Lat: 32.323881, Lng: -87.306075), Route carried "on" structure: County highway 21, Year Built: 1954, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 15, Features Intersected: TRIB TO BOGUE CHITTO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, 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: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $32,000, Total Project Cost: $354,000 ( Estimate for 2022)
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Structure Number: 5443, Location: 2.77 MI E OF SR 22 (Lat: 32.288714, Lng: -87.197850), Route carried "on" structure: County highway 2, Year Built: 1956, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 15, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,145,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5443, Location: 2.77 MI E OF SR 22 (Lat: 32.288714, Lng: -87.197850), Route carried "on" structure: County highway 2, Year Built: 1956, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 15, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,145,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7654, Location: 1.75 MI N SR 22 (Lat: 32.326778, Lng: -87.268703), Route carried "on" structure: County highway 11, Year Built: 1961, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 15, Features Intersected: TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,465,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,612,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7654, Location: 1.75 MI N SR 22 (Lat: 32.326778, Lng: -87.268703), Route carried "on" structure: County highway 11, Year Built: 1961, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 15, Features Intersected: TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,465,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,612,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7961, Location: 1.4 MI S SR 22 W (Lat: 32.289344, Lng: -87.304947), Route carried "on" structure: County highway 21, Year Built: 1963, Status: Posted for load, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 210 (year 2042), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $961,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,057,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7961, Location: 1.4 MI S SR 22 W (Lat: 32.289344, Lng: -87.304947), Route carried "on" structure: County highway 21, Year Built: 1963, Status: Posted for load, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 210 (year 2042), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $961,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,057,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 959, Location: 0.4 MI W OF CR 33 (Lat: 32.344131, Lng: -87.248478), Route carried "on" structure: County highway 3, Year Built: 1968, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.79m (35.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,145,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,360,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 959, Location: 0.4 MI W OF CR 33 (Lat: 32.344131, Lng: -87.248478), Route carried "on" structure: County highway 3, Year Built: 1968, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.79m (35.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,145,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,360,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10327, Location: 2.5 MI.W.OF ORRVILLE (Lat: 32.308333, Lng: -87.286667), Route carried "on" structure: State highway 22, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,820 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,208 (year 2033), Design Load: HS 20, Features Intersected: BOGUE CHITTO CREEK RELIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.911, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10327, Location: 2.5 MI.W.OF ORRVILLE (Lat: 32.308333, Lng: -87.286667), Route carried "on" structure: State highway 22, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,820 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,208 (year 2033), Design Load: HS 20, Features Intersected: BOGUE CHITTO CREEK RELIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.911, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10328, Location: 2.2 MI.W.OF ORRVILLE (Lat: 32.306450, Lng: -87.280358), Route carried "on" structure: State highway 22, Year Built: 1970, Status: Open, Structure Length: 22.49m (73.79ft), Average Daily Traffic: 1,820 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,208 (year 2033), Design Load: HS 20, Features Intersected: BOGUE CHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.297, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Better than present minimum criteria, Length Of Structure Improvement: 22.49m (73.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,627,000, Roadway Improvement Cost: $463,000, Total Project Cost: $5,090,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10328, Location: 2.2 MI.W.OF ORRVILLE (Lat: 32.306450, Lng: -87.280358), Route carried "on" structure: State highway 22, Year Built: 1970, Status: Open, Structure Length: 22.49m (73.79ft), Average Daily Traffic: 1,820 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,208 (year 2033), Design Load: HS 20, Features Intersected: BOGUE CHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.297, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Better than present minimum criteria, Length Of Structure Improvement: 22.49m (73.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,627,000, Roadway Improvement Cost: $463,000, Total Project Cost: $5,090,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10347, Location: 0.56 MI N SR 22 W (Lat: 32.347472, Lng: -87.203258), Route carried "on" structure: County highway 45, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2040), Design Load: H 15, Features Intersected: TRIB TO TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
Structure Number: 10347, Location: 0.56 MI N SR 22 W (Lat: 32.347472, Lng: -87.203258), Route carried "on" structure: County highway 45, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2040), Design Load: H 15, Features Intersected: TRIB TO TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
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Structure Number: 10348, Location: 0.56 MI N SR 22 W (Lat: 32.348083, Lng: -87.203264), Route carried "on" structure: County highway 45, Year Built: 1970, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 650 (year 2040), Design Load: H 10, Features Intersected: TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $27,000, Total Project Cost: $298,000 ( Estimate for 2022)
Structure Number: 10348, Location: 0.56 MI N SR 22 W (Lat: 32.348083, Lng: -87.203264), Route carried "on" structure: County highway 45, Year Built: 1970, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 650 (year 2040), Design Load: H 10, Features Intersected: TATUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $27,000, Total Project Cost: $298,000 ( Estimate for 2022)
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Structure Number: 15031, Location: 2.8 MI W CR 33 (Lat: 32.276811, Lng: -87.281731), Route carried "on" structure: County highway 115, Year Built: 1990, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: BOGUE CHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 minimum criteria, Length Of Structure Improvement: 11.04m (36.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,969,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,166,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15031, Location: 2.8 MI W CR 33 (Lat: 32.276811, Lng: -87.281731), Route carried "on" structure: County highway 115, Year Built: 1990, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: BOGUE CHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 minimum criteria, Length Of Structure Improvement: 11.04m (36.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,969,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,166,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1783, Location: 2.7 MI. W. OF ORRVILLE (Lat: 32.308533, Lng: -87.285469), Route carried "on" structure: State highway 22, Year Built: 2002, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 1,820 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,208 (year 2033), Design Load: HS 20, Features Intersected: BOGUE CHITTO CR. RELF2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.505, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.73m (31.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,802,000, Roadway Improvement Cost: $280,000, Total Project Cost: $3,082,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1783, Location: 2.7 MI. W. OF ORRVILLE (Lat: 32.308533, Lng: -87.285469), Route carried "on" structure: State highway 22, Year Built: 2002, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 1,820 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,208 (year 2033), Design Load: HS 20, Features Intersected: BOGUE CHITTO CR. RELF2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.505, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.73m (31.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,802,000, Roadway Improvement Cost: $280,000, Total Project Cost: $3,082,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18549, Location: 0.3 MI W CR 959 (Lat: 32.270028, Lng: -87.197136), Route carried "on" structure: County highway 960, Year Built: 2004, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 60 (year 2012), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: BIG SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: 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, Inspection Date: October 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: 18549, Location: 0.3 MI W CR 959 (Lat: 32.270028, Lng: -87.197136), Route carried "on" structure: County highway 960, Year Built: 2004, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 60 (year 2012), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: BIG SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: 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, Inspection Date: October 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