Bridge Statistics for La Fayette, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 92ft / 27.9mTotal length
- $12,418,000Total costs
- 30,618Total average daily traffic
- 3,111Total average daily truck traffic
- 102,434Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Fayette
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31940-1949
- 21950-1959
- 31960-1969
- 21970-1979
- 41980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 6.3%Very good
- 43.8%Good
- 18.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Culverts
- 8.3%Excellent
- 16.7%Very good
- 33.3%Good
- 25.0%Satisfactory
- 16.7%Fair
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Structure Number: 665, Location: 3.9 MI E JCT US 431 (Lat: 32.881250, Lng: -85.343056), Route carried "on" structure: State highway 50, Year Built: 1929, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 4,310 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,034 (year 2040), Design Load: H 15, Features Intersected: OSELIGEE CK(HORSE LOT)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: Febuary 2022, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $443,000 ( Estimate for 2022)
Structure Number: 665, Location: 3.9 MI E JCT US 431 (Lat: 32.881250, Lng: -85.343056), Route carried "on" structure: State highway 50, Year Built: 1929, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 4,310 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,034 (year 2040), Design Load: H 15, Features Intersected: OSELIGEE CK(HORSE LOT)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: Febuary 2022, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $443,000 ( Estimate for 2022)
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Structure Number: 2418, Location: 1.4 MI W JCT US 431 (Lat: 32.924136, Lng: -85.416950), Route carried "on" structure: State highway 77, Year Built: 1940, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 2,472 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,384 (year 2038), Design Load: H 15, Features Intersected: CHATAHOSPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.303, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.54m (5.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $343,000 ( Estimate for 2022)
Structure Number: 2418, Location: 1.4 MI W JCT US 431 (Lat: 32.924136, Lng: -85.416950), Route carried "on" structure: State highway 77, Year Built: 1940, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 2,472 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,384 (year 2038), Design Load: H 15, Features Intersected: CHATAHOSPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.303, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.54m (5.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $343,000 ( Estimate for 2022)
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Structure Number: 2581, Location: 12 MI E CAMPHILL (Lat: 32.862694, Lng: -85.449056), Route carried "on" structure: State highway 50, Year Built: 1941, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,614 (year 2040), Design Load: H 15, Features Intersected: LANDRAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: Febuary 2022, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $319,000 ( Estimate for 2022)
Structure Number: 2581, Location: 12 MI E CAMPHILL (Lat: 32.862694, Lng: -85.449056), Route carried "on" structure: State highway 50, Year Built: 1941, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,614 (year 2040), Design Load: H 15, Features Intersected: LANDRAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: Febuary 2022, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $319,000 ( Estimate for 2022)
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Structure Number: 2582, Location: 13 MI E CAMPHILL (Lat: 32.871444, Lng: -85.434444), Route carried "on" structure: State highway 50, Year Built: 1941, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,614 (year 2040), Design Load: H 15, Features Intersected: FINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $320,000 ( Estimate for 2022)
Structure Number: 2582, Location: 13 MI E CAMPHILL (Lat: 32.871444, Lng: -85.434444), Route carried "on" structure: State highway 50, Year Built: 1941, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,614 (year 2040), Design Load: H 15, Features Intersected: FINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $320,000 ( Estimate for 2022)
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Structure Number: 3844, Location: 2.6 MI. N.E. LAFAYETTE (Lat: 32.929447, Lng: -85.377292), Route carried "on" structure: County highway 92, Year Built: 1950, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 115 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 140 (year 2034), Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, 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, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $17,000, Total Project Cost: $190,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3844, Location: 2.6 MI. N.E. LAFAYETTE (Lat: 32.929447, Lng: -85.377292), Route carried "on" structure: County highway 92, Year Built: 1950, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 115 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 140 (year 2034), Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, 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, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $17,000, Total Project Cost: $190,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7007, Location: 3 MI. S.W. LAFAYETTE (Lat: 32.880111, Lng: -85.454622), Route carried "on" structure: County highway 32, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 260 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 330 (year 2037), Design Load: HS 20, Features Intersected: FINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $503,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7007, Location: 3 MI. S.W. LAFAYETTE (Lat: 32.880111, Lng: -85.454622), Route carried "on" structure: County highway 32, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 260 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 330 (year 2037), Design Load: HS 20, Features Intersected: FINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $503,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 777, Location: 1.5MI.S.E.LAFAYETTE (Lat: 32.869444, Lng: -85.383611), Route carried "on" structure: County highway 83, Year Built: 1962, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 880 (year 1999), Truck Traffic: 15%, Average Future Daily Traffic: 1,000 (year 2034), Features Intersected: KELLEM HILL CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $568,000, Roadway Improvement Cost: $57,000, Total Project Cost: $625,000 ( Estimate for 2022)
Structure Number: 777, Location: 1.5MI.S.E.LAFAYETTE (Lat: 32.869444, Lng: -85.383611), Route carried "on" structure: County highway 83, Year Built: 1962, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 880 (year 1999), Truck Traffic: 15%, Average Future Daily Traffic: 1,000 (year 2034), Features Intersected: KELLEM HILL CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $568,000, Roadway Improvement Cost: $57,000, Total Project Cost: $625,000 ( Estimate for 2022)
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Structure Number: 8848, Location: 3 MI. N.W. LAFAYETTE (Lat: 32.926850, Lng: -85.449206), Route carried "on" structure: County highway 98, Year Built: 1965, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 268 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 340 (year 2037), Design Load: H 15, Features Intersected: CHATAHOSPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 8848, Location: 3 MI. N.W. LAFAYETTE (Lat: 32.926850, Lng: -85.449206), Route carried "on" structure: County highway 98, Year Built: 1965, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 268 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 340 (year 2037), Design Load: H 15, Features Intersected: CHATAHOSPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 10649, Location: 2 MI. N.E. LAFAYETTE (Lat: 32.920925, Lng: -85.381944), Route carried "on" structure: County highway 92, Year Built: 1950, Year Reconstructed: 1972, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 115 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 140 (year 2036), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10649, Location: 2 MI. N.E. LAFAYETTE (Lat: 32.920925, Lng: -85.381944), Route carried "on" structure: County highway 92, Year Built: 1950, Year Reconstructed: 1972, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 115 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 140 (year 2036), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1145, Location: TOWN OF LAFAYETTE (Lat: 32.882758, Lng: -85.404853), Route carried "on" structure: State highway 50, Year Built: 1975, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 3,238 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,533 (year 2040), Design Load: HS 20, Features Intersected: C OF GA. R/R(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,856,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,042,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1145, Location: TOWN OF LAFAYETTE (Lat: 32.882758, Lng: -85.404853), Route carried "on" structure: State highway 50, Year Built: 1975, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 3,238 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,533 (year 2040), Design Load: HS 20, Features Intersected: C OF GA. R/R(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,856,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,042,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11451, Location: TOWN OF LAFAYETTE (Lat: 32.881750, Lng: -85.389133), Route carried "on" structure: State highway 50, Year Built: 1975, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,238 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,533 (year 2040), Design Load: HS 20, Features Intersected: KELLEM HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $81,000, Total Project Cost: $887,000 ( Estimate for 2022)
Structure Number: 11451, Location: TOWN OF LAFAYETTE (Lat: 32.881750, Lng: -85.389133), Route carried "on" structure: State highway 50, Year Built: 1975, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,238 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,533 (year 2040), Design Load: HS 20, Features Intersected: KELLEM HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $81,000, Total Project Cost: $887,000 ( Estimate for 2022)
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Structure Number: 12591, Location: 2 MI. W. LAFAYETTE (Lat: 32.904167, Lng: -85.431667), Route carried "on" structure: County highway 48, Year Built: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 12%, Average Future Daily Traffic: 750 (year 2037), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $592,000, Roadway Improvement Cost: $59,000, Total Project Cost: $651,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12591, Location: 2 MI. W. LAFAYETTE (Lat: 32.904167, Lng: -85.431667), Route carried "on" structure: County highway 48, Year Built: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 12%, Average Future Daily Traffic: 750 (year 2037), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $592,000, Roadway Improvement Cost: $59,000, Total Project Cost: $651,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13214, Location: TOWN OF LAFAYETTE (Lat: 32.883306, Lng: -85.405314), Route carried "on" structure: US 431, Year Built: 1984, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 6,353 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,894 (year 2040), Design Load: HS 20, Features Intersected: C OF GA R/R(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.802, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,388,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,627,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13214, Location: TOWN OF LAFAYETTE (Lat: 32.883306, Lng: -85.405314), Route carried "on" structure: US 431, Year Built: 1984, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 6,353 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,894 (year 2040), Design Load: HS 20, Features Intersected: C OF GA R/R(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.802, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,388,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,627,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13957, Location: 3.3 MI E JCT US 431 (Lat: 32.883144, Lng: -85.352764), Route carried "on" structure: State highway 50, Year Built: 1986, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,310 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 66,034 (year 2040), Design Load: HS 20, Features Intersected: KELLEM HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,126,000 ( Estimate for 2022)
Structure Number: 13957, Location: 3.3 MI E JCT US 431 (Lat: 32.883144, Lng: -85.352764), Route carried "on" structure: State highway 50, Year Built: 1986, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,310 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 66,034 (year 2040), Design Load: HS 20, Features Intersected: KELLEM HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,126,000 ( Estimate for 2022)
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Structure Number: 14832, Location: LAFAYETTE (Lat: 32.903736, Lng: -85.418411), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 550 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ALABAMA AVE WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14832, Location: LAFAYETTE (Lat: 32.903736, Lng: -85.418411), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 550 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ALABAMA AVE WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16143, Location: 1.9 MI NE BUFFALO (Lat: 32.956142, Lng: -85.374475), Route carried "on" structure: County highway 105, Year Built: 1994, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 90 (year 1994), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16143, Location: 1.9 MI NE BUFFALO (Lat: 32.956142, Lng: -85.374475), Route carried "on" structure: County highway 105, Year Built: 1994, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 90 (year 1994), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18373, Location: 2.2 MI.N.LIBERTY X ROADS (Lat: 32.834722, Lng: -85.410833), Route carried "on" structure: County highway 94, Year Built: 2002, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 16 (year 2010), Average Future Daily Traffic: 23 (year 2036), Design Load: HS 20, Features Intersected: TRIB.TO BOYDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $465,000 ( Estimate for 2022)
Structure Number: 18373, Location: 2.2 MI.N.LIBERTY X ROADS (Lat: 32.834722, Lng: -85.410833), Route carried "on" structure: County highway 94, Year Built: 2002, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 16 (year 2010), Average Future Daily Traffic: 23 (year 2036), Design Load: HS 20, Features Intersected: TRIB.TO BOYDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $465,000 ( Estimate for 2022)
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Structure Number: 19635, Location: 0.8 MI. E. OF LAFAYETTE (Lat: 32.910764, Lng: -85.366197), Route carried "on" structure: County highway 1267, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 169 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 251 (year 2036), Design Load: HS 20, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $483,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19635, Location: 0.8 MI. E. OF LAFAYETTE (Lat: 32.910764, Lng: -85.366197), Route carried "on" structure: County highway 1267, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 169 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 251 (year 2036), Design Load: HS 20, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $483,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous