Bridge Statistics for Hartford, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 180ft / 55.3mTotal length
- $17,624,000Total costs
- 11,988Total average daily traffic
- 784Total average daily truck traffic
- 17,400Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hartford
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 61960-1969
- 11970-1979
- 31980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 12.5%Excellent
- 50.0%Very good
- 37.5%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Excellent
- 50.0%Very good
- 12.5%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 12.5%Excellent
- 37.5%Very good
- 12.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 10.5%Very good
- 26.3%Good
- 42.1%Satisfactory
- 21.1%Fair
- Bridge Condition - Culverts
- 36.4%Good
- 45.5%Satisfactory
- 18.2%Fair
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Structure Number: 3808, Location: 2 MILES SOUTH OF HARTFORD (Lat: 31.072831, Lng: -85.700394), Route carried "on" structure: County highway 61, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 340 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2041), Design Load: H 15, Features Intersected: BURCH 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $32,000, Total Project Cost: $351,000 ( Estimate for 2022)
Structure Number: 3808, Location: 2 MILES SOUTH OF HARTFORD (Lat: 31.072831, Lng: -85.700394), Route carried "on" structure: County highway 61, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 340 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2041), Design Load: H 15, Features Intersected: BURCH 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $32,000, Total Project Cost: $351,000 ( Estimate for 2022)
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Structure Number: 629, Location: 5 MILE NORTH OF HARTFORD (Lat: 31.171700, Lng: -85.698692), Route carried "on" structure: County highway 41, Year Built: 1958, Status: Posted for load, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2040), Design Load: H 15, Features Intersected: HURRICANE 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: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.76m (28.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,381,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 629, Location: 5 MILE NORTH OF HARTFORD (Lat: 31.171700, Lng: -85.698692), Route carried "on" structure: County highway 41, Year Built: 1958, Status: Posted for load, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2040), Design Load: H 15, Features Intersected: HURRICANE 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: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.76m (28.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,381,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 633, Location: 2 MILES NORTH OF HARTFORD (Lat: 31.128431, Lng: -85.696297), Route carried "on" structure: County highway 61, Year Built: 1958, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 20, Features Intersected: COX MILL 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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 minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $356,000 ( Estimate for 2022)
Structure Number: 633, Location: 2 MILES NORTH OF HARTFORD (Lat: 31.128431, Lng: -85.696297), Route carried "on" structure: County highway 61, Year Built: 1958, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: H 20, Features Intersected: COX MILL 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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 minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $356,000 ( Estimate for 2022)
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Structure Number: 6331, Location: 4 MILES NORTH OF HARTFORD (Lat: 31.157525, Lng: -85.696486), Route carried "on" structure: County highway 61, Year Built: 1958, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 253 (year 2040), Design Load: H 20, Features Intersected: COX MILL 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: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $531,000 ( Estimate for 2022)
Structure Number: 6331, Location: 4 MILES NORTH OF HARTFORD (Lat: 31.157525, Lng: -85.696486), Route carried "on" structure: County highway 61, Year Built: 1958, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 253 (year 2040), Design Load: H 20, Features Intersected: COX MILL 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: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $531,000 ( Estimate for 2022)
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Structure Number: 7579, Location: 3 MI. SW OF HARTFORD (Lat: 31.073231, Lng: -85.720650), Route carried "on" structure: County highway 16, Year Built: 1962, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 104 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 239 (year 2042), Design Load: H 20, Features Intersected: BURCH 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: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $64,000, Total Project Cost: $701,000 ( Estimate for 2022)
Structure Number: 7579, Location: 3 MI. SW OF HARTFORD (Lat: 31.073231, Lng: -85.720650), Route carried "on" structure: County highway 16, Year Built: 1962, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 104 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 239 (year 2042), Design Load: H 20, Features Intersected: BURCH 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: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $64,000, Total Project Cost: $701,000 ( Estimate for 2022)
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Structure Number: 7877, Location: 4 MI NE OF HARTFORD (Lat: 31.151219, Lng: -85.653303), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2041), Design Load: H 20, Features Intersected: SANDY BRANCH, Facility Carried by Structure: HWY46 T Peacock Rd
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
Structure Number: 7877, Location: 4 MI NE OF HARTFORD (Lat: 31.151219, Lng: -85.653303), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2041), Design Load: H 20, Features Intersected: SANDY BRANCH, Facility Carried by Structure: HWY46 T Peacock Rd
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
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Structure Number: 863, Location: 3 MI S OF HARTFORD (Lat: 31.058108, Lng: -85.676625), Route carried "on" structure: County highway 67, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 106 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2040), Design Load: H 15, Features Intersected: SPRING 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: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $341,000 ( Estimate for 2022)
Structure Number: 863, Location: 3 MI S OF HARTFORD (Lat: 31.058108, Lng: -85.676625), Route carried "on" structure: County highway 67, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 106 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2040), Design Load: H 15, Features Intersected: SPRING 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: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $341,000 ( Estimate for 2022)
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Structure Number: 9714, Location: 3 MI W OF HARTFORD (Lat: 31.114100, Lng: -85.748472), Route carried "on" structure: County highway 38, Year Built: 1968, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 160 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2041), Design Load: H 15, Features Intersected: BARNES ROARING 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $435,000 ( Estimate for 2022)
Structure Number: 9714, Location: 3 MI W OF HARTFORD (Lat: 31.114100, Lng: -85.748472), Route carried "on" structure: County highway 38, Year Built: 1968, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 160 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2041), Design Load: H 15, Features Intersected: BARNES ROARING 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $435,000 ( Estimate for 2022)
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Structure Number: 1022, Location: 3 MI SE OF HARTFORD (Lat: 31.074581, Lng: -85.649769), Route carried "on" structure: County highway 16, Year Built: 1970, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 298 (year 2040), Design Load: H 20, Features Intersected: HURRICANE 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $711,000, Roadway Improvement Cost: $71,000, Total Project Cost: $782,000 ( Estimate for 2022)
Structure Number: 1022, Location: 3 MI SE OF HARTFORD (Lat: 31.074581, Lng: -85.649769), Route carried "on" structure: County highway 16, Year Built: 1970, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 298 (year 2040), Design Load: H 20, Features Intersected: HURRICANE 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $711,000, Roadway Improvement Cost: $71,000, Total Project Cost: $782,000 ( Estimate for 2022)
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Structure Number: 12289, Location: 2.5 MI NORTH OF HARTFORD (Lat: 31.138719, Lng: -85.699431), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: H 15, Features Intersected: COX MILL CREEK, Facility Carried by Structure: MACEDONIA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $20,000, Total Project Cost: $221,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12289, Location: 2.5 MI NORTH OF HARTFORD (Lat: 31.138719, Lng: -85.699431), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: H 15, Features Intersected: COX MILL CREEK, Facility Carried by Structure: MACEDONIA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $20,000, Total Project Cost: $221,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13483, Location: 2 MI SW OF HARTFORD (Lat: 31.073611, Lng: -85.732964), Route carried "on" structure: County highway 16, Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 107 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 166 (year 2040), Design Load: H 20, Features Intersected: JUSTICE MILL 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: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $47,000, Total Project Cost: $521,000 ( Estimate for 2022)
Structure Number: 13483, Location: 2 MI SW OF HARTFORD (Lat: 31.073611, Lng: -85.732964), Route carried "on" structure: County highway 16, Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 107 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 166 (year 2040), Design Load: H 20, Features Intersected: JUSTICE MILL 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: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $47,000, Total Project Cost: $521,000 ( Estimate for 2022)
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Structure Number: 14338, Location: 2 MI E OF HARTFORD (Lat: 31.093033, Lng: -85.650878), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: COE RD.
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14338, Location: 2 MI E OF HARTFORD (Lat: 31.093033, Lng: -85.650878), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: COE RD.
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14955, Location: 4.5 MI. N. FLA. LINE (Lat: 31.050217, Lng: -85.681617), Route carried "on" structure: State highway 167, Year Built: 1989, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 3,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,420 (year 2033), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.94m (6.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $83,000, Total Project Cost: $913,000 ( Estimate for 2022)
Structure Number: 14955, Location: 4.5 MI. N. FLA. LINE (Lat: 31.050217, Lng: -85.681617), Route carried "on" structure: State highway 167, Year Built: 1989, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 3,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 4,420 (year 2033), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.94m (6.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $83,000, Total Project Cost: $913,000 ( Estimate for 2022)
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Structure Number: 16619, Location: 0.2MI S CONO44 (Lat: 31.129600, Lng: -85.656444), Route carried "on" structure: State highway 123, Year Built: 2002, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 2,470 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 3,529 (year 2033), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,417,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,759,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16619, Location: 0.2MI S CONO44 (Lat: 31.129600, Lng: -85.656444), Route carried "on" structure: State highway 123, Year Built: 2002, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 2,470 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 3,529 (year 2033), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,417,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,759,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17356, Location: 1 MILES S. OF HARTFORD (Lat: 31.072475, Lng: -85.712322), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 65 (year 2040), Design Load: HS 20, Features Intersected: BURCH CREEK, Facility Carried by Structure: RECREATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $207,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 17356, Location: 1 MILES S. OF HARTFORD (Lat: 31.072475, Lng: -85.712322), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 65 (year 2040), Design Load: HS 20, Features Intersected: BURCH CREEK, Facility Carried by Structure: RECREATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $207,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17357, Location: 3 MILES NE. OF HARTFORD (Lat: 31.143931, Lng: -85.671711), Route carried "on" structure: County highway 69, Year Built: 1996, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 210 (year 2020), Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,545,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,700,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17357, Location: 3 MILES NE. OF HARTFORD (Lat: 31.143931, Lng: -85.671711), Route carried "on" structure: County highway 69, Year Built: 1996, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 210 (year 2020), Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,545,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,700,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17732, Location: 1 MILE S.W. OF HARTFORD (Lat: 31.075917, Lng: -85.735472), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 36 (year 2040), Design Load: HS 20, Features Intersected: JUSTICE MILL CREEK, Facility Carried by Structure: TYLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 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: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022)
Structure Number: 17732, Location: 1 MILE S.W. OF HARTFORD (Lat: 31.075917, Lng: -85.735472), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 36 (year 2040), Design Load: HS 20, Features Intersected: JUSTICE MILL CREEK, Facility Carried by Structure: TYLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 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: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022)
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Structure Number: 18859, Location: 3.5 MI. E. SR. 123 (Lat: 31.106281, Lng: -85.650525), Route carried "on" structure: State highway 52, Year Built: 2008, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 4,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 6,110 (year 2033), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.957, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.79m (28.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,772,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,049,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18859, Location: 3.5 MI. E. SR. 123 (Lat: 31.106281, Lng: -85.650525), Route carried "on" structure: State highway 52, Year Built: 2008, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 4,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 6,110 (year 2033), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.957, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.79m (28.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,772,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,049,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20305, Location: 2 MILES EAST OF HARTFORD (Lat: 31.118689, Lng: -85.653875), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 46 (year 2021), Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: FOSTER CLARK ROAD
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 75.2 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.98m (13.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $736,000, Roadway Improvement Cost: $74,000, Total Project Cost: $810,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20305, Location: 2 MILES EAST OF HARTFORD (Lat: 31.118689, Lng: -85.653875), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 46 (year 2021), Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: FOSTER CLARK ROAD
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 75.2 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.98m (13.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $736,000, Roadway Improvement Cost: $74,000, Total Project Cost: $810,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels