Bridge Statistics for Montgomery, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 464Number of bridges
- 8,547ft / 2,605mTotal length
- $1,263,763,000Total costs
- 8,220,647Total average daily traffic
- 853,526Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montgomery
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 101920-1929
- 181930-1939
- 151940-1949
- 331950-1959
- 1331960-1969
- 1241970-1979
- 431980-1989
- 371990-1999
- 262000-2009
- 232010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 41950-1959
- 31960-1969
- 31970-1979
- 141980-1989
- 101990-1999
- 22000-2009
- Bridge Condition - Deck
- 0.8%Excellent
- 4.7%Very good
- 23.5%Good
- 44.7%Satisfactory
- 24.7%Fair
- 1.6%Poor
- Bridge Condition - Superstructure
- 4.7%Excellent
- 36.5%Very good
- 43.9%Good
- 11.8%Satisfactory
- 2.4%Fair
- 0.8%Poor
- 0.4%Serious
- Bridge Condition - Substructure
- 5.5%Excellent
- 40.4%Very good
- 44.7%Good
- 7.8%Satisfactory
- 1.6%Fair
- 0.8%Poor
- 0.4%Serious
- Bridge Condition - Channel
- 0.8%Excellent
- 1.9%Very good
- 55.3%Good
- 37.4%Satisfactory
- 4.6%Fair
- Bridge Condition - Culverts
- 21.8%Excellent
- 58.0%Very good
- 18.5%Good
- 1.7%Satisfactory
- 18.5%Fair
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Structure Number: 7478, Location: 200 FT E. OF COLISEUM (Lat: 32.385461, Lng: -86.256647), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 35,710 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 55,550 (year 2038), Design Load: HS 20, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: ATLANTA HWY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.500, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,547,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,802,000 ( Estimate for 2022)
Structure Number: 7478, Location: 200 FT E. OF COLISEUM (Lat: 32.385461, Lng: -86.256647), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 35,710 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 55,550 (year 2038), Design Load: HS 20, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: ATLANTA HWY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.500, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,547,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,802,000 ( Estimate for 2022)
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Structure Number: 7703, Location: BODIFORD POOL RD. (Lat: 31.847089, Lng: -86.212292), Route carried "on" structure: County highway 30, Year Built: 1962, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 372 (year 2033), Design Load: H 10, Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,249,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7703, Location: BODIFORD POOL RD. (Lat: 31.847089, Lng: -86.212292), Route carried "on" structure: County highway 30, Year Built: 1962, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 372 (year 2033), Design Load: H 10, Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,249,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7704, Location: 1.8 MI NW INT CHERO #19 (Lat: 34.046647, Lng: -85.731114), Route carried "on" structure: County highway 32, Year Built: 1962, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 126 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 187 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 7.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7704, Location: 1.8 MI NW INT CHERO #19 (Lat: 34.046647, Lng: -85.731114), Route carried "on" structure: County highway 32, Year Built: 1962, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 126 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 187 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 7.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7705, Location: SEC 26, T8N, R21E (Lat: 31.636714, Lng: -85.923497), Route carried "on" structure: County highway 33, Year Built: 1962, Status: Posted for load, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 285 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 400 (year 2035), Design Load: H 10, Features Intersected: WHITE WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 16.34m (53.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: November 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,577,000, Roadway Improvement Cost: $258,000, Total Project Cost: $2,835,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7705, Location: SEC 26, T8N, R21E (Lat: 31.636714, Lng: -85.923497), Route carried "on" structure: County highway 33, Year Built: 1962, Status: Posted for load, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 285 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 400 (year 2035), Design Load: H 10, Features Intersected: WHITE WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 16.34m (53.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: November 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,577,000, Roadway Improvement Cost: $258,000, Total Project Cost: $2,835,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7996, Location: 1.2 MI N OF US 231 (Lat: 32.319108, Lng: -86.204506), Route carried "on" structure: City street 43, Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,515 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BELL RD
Minimum Vertical Clearance: 9.00m (29.53ft), Kilometerpoint: 1.799, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, 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: 57.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $384,000 ( Estimate for 2022)
Structure Number: 7996, Location: 1.2 MI N OF US 231 (Lat: 32.319108, Lng: -86.204506), Route carried "on" structure: City street 43, Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,515 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BELL RD
Minimum Vertical Clearance: 9.00m (29.53ft), Kilometerpoint: 1.799, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, 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: 57.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $384,000 ( Estimate for 2022)
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Structure Number: 8255, Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328308, Lng: -86.235086), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 19,395 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 31,780 (year 2031), Design Load: HS 20, Features Intersected: Christine Elizabeth Curv, Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $983,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,081,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8255, Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328308, Lng: -86.235086), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 19,395 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 31,780 (year 2031), Design Load: HS 20, Features Intersected: Christine Elizabeth Curv, Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $983,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,081,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8256, Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328197, Lng: -86.234947), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 19,395 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 31,780 (year 2031), Design Load: HS 20, Features Intersected: SERVICE ROAD, Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $983,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,081,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8256, Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328197, Lng: -86.234947), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 19,395 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 31,780 (year 2031), Design Load: HS 20, Features Intersected: SERVICE ROAD, Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $983,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,081,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8257, Location: E BYPASS * I-85 INTERCHAN (Lat: 32.362228, Lng: -86.214100), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 23,430 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 38,395 (year 2031), Design Load: HS 20, Features Intersected: I 85 NBL, Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.890, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8257, Location: E BYPASS * I-85 INTERCHAN (Lat: 32.362228, Lng: -86.214100), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 23,430 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 38,395 (year 2031), Design Load: HS 20, Features Intersected: I 85 NBL, Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.890, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8258, Location: E.BYPASS AND I85 INTERCHE (Lat: 32.362219, Lng: -86.213789), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 23,430 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 38,395 (year 2031), Design Load: HS 20, Features Intersected: I85 NBL, Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.890, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8258, Location: E.BYPASS AND I85 INTERCHE (Lat: 32.362219, Lng: -86.213789), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 23,430 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 38,395 (year 2031), Design Load: HS 20, Features Intersected: I85 NBL, Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.890, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8259, Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363061, Lng: -86.213633), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 28,770 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,209 (year 2033), Design Load: HS 20, Features Intersected: I85 SBL, Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.056, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8259, Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363061, Lng: -86.213633), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 28,770 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,209 (year 2033), Design Load: HS 20, Features Intersected: I85 SBL, Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.056, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 826, Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363044, Lng: -86.213336), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 28,770 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,209 (year 2033), Design Load: HS 20, Features Intersected: I85 SBL, Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.056, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 826, Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363044, Lng: -86.213336), Route carried "on" structure: US 80, Year Built: 1964, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 28,770 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,209 (year 2033), Design Load: HS 20, Features Intersected: I85 SBL, Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.056, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8288, Location: PINTLALA CREEK AT CO LINE (Lat: 32.338842, Lng: -86.479556), Route carried "on" structure: County highway 18, Year Built: 1954, Status: Posted for load, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 2,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: H 15, Features Intersected: PINTLALA CREEK, Facility Carried by Structure: OLD SELMA RD.
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: 13, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 16.07m (52.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Underwater Inspection Date: May 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $2,755,000, Roadway Improvement Cost: $276,000, Total Project Cost: $3,031,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8288, Location: PINTLALA CREEK AT CO LINE (Lat: 32.338842, Lng: -86.479556), Route carried "on" structure: County highway 18, Year Built: 1954, Status: Posted for load, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 2,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: H 15, Features Intersected: PINTLALA CREEK, Facility Carried by Structure: OLD SELMA RD.
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: 13, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 16.07m (52.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Underwater Inspection Date: May 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $2,755,000, Roadway Improvement Cost: $276,000, Total Project Cost: $3,031,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83, Location: 200FT S OF RAY DR (Lat: 32.390242, Lng: -86.230964), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 357 (year 2038), Design Load: H 15, Features Intersected: WARES FERRY DITCH, Facility Carried by Structure: FRESNO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $63,000, Total Project Cost: $690,000 ( Estimate for 2022)
Structure Number: 83, Location: 200FT S OF RAY DR (Lat: 32.390242, Lng: -86.230964), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 357 (year 2038), Design Load: H 15, Features Intersected: WARES FERRY DITCH, Facility Carried by Structure: FRESNO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $63,000, Total Project Cost: $690,000 ( Estimate for 2022)
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Structure Number: 8302, Location: 200FT S OF RAY DR (Lat: 32.389619, Lng: -86.225650), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 612 (year 2038), Design Load: H 15, Features Intersected: WARES FERRY DITCH, Facility Carried by Structure: JULE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022)
Structure Number: 8302, Location: 200FT S OF RAY DR (Lat: 32.389619, Lng: -86.225650), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 612 (year 2038), Design Load: H 15, Features Intersected: WARES FERRY DITCH, Facility Carried by Structure: JULE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022)
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Structure Number: 8305, Location: 200 FT S OF EASTDALE DR (Lat: 32.385344, Lng: -86.199214), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 4,500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: N BURBANK DR
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.200, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,349,000, Roadway Improvement Cost: $135,000, Total Project Cost: $1,484,000 ( Estimate for 2022)
Structure Number: 8305, Location: 200 FT S OF EASTDALE DR (Lat: 32.385344, Lng: -86.199214), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 4,500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: N BURBANK DR
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.200, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,349,000, Roadway Improvement Cost: $135,000, Total Project Cost: $1,484,000 ( Estimate for 2022)
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Structure Number: 8405, Location: 0.2 MI W OF NARROW LANE (Lat: 32.307850, Lng: -86.283106), Route carried "on" structure: County highway 80, Year Built: 1964, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2038), Design Load: H 20, Features Intersected: HANNON SLOUGH, Facility Carried by Structure: SEIBELS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8405, Location: 0.2 MI W OF NARROW LANE (Lat: 32.307850, Lng: -86.283106), Route carried "on" structure: County highway 80, Year Built: 1964, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2038), Design Load: H 20, Features Intersected: HANNON SLOUGH, Facility Carried by Structure: SEIBELS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8582, Location: 2.2 MI.N.OF TYSON RD (Lat: 32.221486, Lng: -86.394942), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK.RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8582, Location: 2.2 MI.N.OF TYSON RD (Lat: 32.221486, Lng: -86.394942), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK.RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8583, Location: 2.2 MI N OF TYSON RD (Lat: 32.222111, Lng: -86.395650), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8583, Location: 2.2 MI N OF TYSON RD (Lat: 32.222111, Lng: -86.395650), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8584, Location: 2.4 MI.N.OF TYSON RD. (Lat: 32.223944, Lng: -86.392219), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK.RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8584, Location: 2.4 MI.N.OF TYSON RD. (Lat: 32.223944, Lng: -86.392219), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK.RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8585, Location: 2.4 MI.N.OF TYSON RD. (Lat: 32.224497, Lng: -86.392947), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK.RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8585, Location: 2.4 MI.N.OF TYSON RD. (Lat: 32.224497, Lng: -86.392947), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CRK.RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8586, Location: 2.6 MI.N.OF TYSON RD. (Lat: 32.226317, Lng: -86.389533), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.8 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $2,842,000, Roadway Improvement Cost: $284,000, Total Project Cost: $3,126,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8586, Location: 2.6 MI.N.OF TYSON RD. (Lat: 32.226317, Lng: -86.389533), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: HS 20, Features Intersected: PINTLALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.8 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $2,842,000, Roadway Improvement Cost: $284,000, Total Project Cost: $3,126,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 859, Location: 2.5 MI.S.OF US.31 (Lat: 32.236667, Lng: -86.378333), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.505, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $673,000, Roadway Improvement Cost: $67,000, Total Project Cost: $740,000 ( Estimate for 2022)
Structure Number: 859, Location: 2.5 MI.S.OF US.31 (Lat: 32.236667, Lng: -86.378333), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.505, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $673,000, Roadway Improvement Cost: $67,000, Total Project Cost: $740,000 ( Estimate for 2022)
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Structure Number: 8591, Location: 2.5 MI.S.OF US 31 (Lat: 32.236667, Lng: -86.378333), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.505, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $62,000, Total Project Cost: $680,000 ( Estimate for 2022)
Structure Number: 8591, Location: 2.5 MI.S.OF US 31 (Lat: 32.236667, Lng: -86.378333), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,060 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 20,347 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.505, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $62,000, Total Project Cost: $680,000 ( Estimate for 2022)
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Structure Number: 8592, Location: 1.1 MI.S.OF US 31 (Lat: 32.253333, Lng: -86.365000), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32,120 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 40,694 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 261.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 16 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,601,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,861,000 ( Estimate for 2022)
Structure Number: 8592, Location: 1.1 MI.S.OF US 31 (Lat: 32.253333, Lng: -86.365000), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32,120 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 40,694 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 261.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 16 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,601,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,861,000 ( Estimate for 2022)
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Structure Number: 8606, Location: 0.8 MI N OF I65 (Lat: 32.367806, Lng: -86.308739), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 13,541 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 24,016 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: S COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.861, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,132,000, Roadway Improvement Cost: $313,000, Total Project Cost: $3,445,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8606, Location: 0.8 MI N OF I65 (Lat: 32.367806, Lng: -86.308739), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 13,541 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 24,016 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: S COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.861, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,132,000, Roadway Improvement Cost: $313,000, Total Project Cost: $3,445,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8607, Location: 0.8 MI N OF I65 (Lat: 32.367822, Lng: -86.307064), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 36,581 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 69,194 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: S PERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.659, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,132,000, Roadway Improvement Cost: $313,000, Total Project Cost: $3,445,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8607, Location: 0.8 MI N OF I65 (Lat: 32.367822, Lng: -86.307064), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 36,581 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 69,194 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: S PERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.659, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,132,000, Roadway Improvement Cost: $313,000, Total Project Cost: $3,445,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8608, Location: 1.03 MI.N.OF E.BYPASS (Lat: 32.361742, Lng: -86.197208), Route carried "on" structure: Interstate 85, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 42,250 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 55,684 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.229, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022)
Structure Number: 8608, Location: 1.03 MI.N.OF E.BYPASS (Lat: 32.361742, Lng: -86.197208), Route carried "on" structure: Interstate 85, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 42,250 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 55,684 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.229, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022)
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Structure Number: 8609, Location: 1.03 MI.N.OF E.BYPASS (Lat: 32.361908, Lng: -86.196975), Route carried "on" structure: Interstate 85, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 42,250 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 55,684 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.229, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $83,000, Total Project Cost: $913,000 ( Estimate for 2022)
Structure Number: 8609, Location: 1.03 MI.N.OF E.BYPASS (Lat: 32.361908, Lng: -86.196975), Route carried "on" structure: Interstate 85, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 42,250 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 55,684 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.229, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 8671, Location: 200 FT W OF PLANTERS RD (Lat: 32.396903, Lng: -86.219014), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 590 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,616 (year 2038), Design Load: H 15, Features Intersected: HOLY WATER CREEK, Facility Carried by Structure: GROVELAND DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $78,000, Total Project Cost: $856,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8671, Location: 200 FT W OF PLANTERS RD (Lat: 32.396903, Lng: -86.219014), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 590 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,616 (year 2038), Design Load: H 15, Features Intersected: HOLY WATER CREEK, Facility Carried by Structure: GROVELAND DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $78,000, Total Project Cost: $856,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8673, Location: 3.5 MI W OF MERIWETHER RD (Lat: 32.305000, Lng: -86.211667), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,370 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 21,195 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.161, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,109,000 ( Estimate for 2022)
Structure Number: 8673, Location: 3.5 MI W OF MERIWETHER RD (Lat: 32.305000, Lng: -86.211667), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,370 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 21,195 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.161, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,109,000 ( Estimate for 2022)
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Structure Number: 8674, Location: 2.9 MI W OF MERIWETHER RD (Lat: 32.300606, Lng: -86.203486), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16,370 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 21,195 (year 2033), Design Load: H 15, Features Intersected: BROWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.020, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $2,051,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,256,000 ( Estimate for 2022)
Structure Number: 8674, Location: 2.9 MI W OF MERIWETHER RD (Lat: 32.300606, Lng: -86.203486), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16,370 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 21,195 (year 2033), Design Load: H 15, Features Intersected: BROWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.020, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $2,051,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,256,000 ( Estimate for 2022)
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Structure Number: 8675, Location: 1.9 MI W OF MERIWETHER RD (Lat: 32.292003, Lng: -86.190850), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 11,830 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 15,317 (year 2033), Design Load: HS 20, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,703,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,873,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8675, Location: 1.9 MI W OF MERIWETHER RD (Lat: 32.292003, Lng: -86.190850), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 11,830 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 15,317 (year 2033), Design Load: HS 20, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,703,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,873,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8685, Location: 500 FT.S.OF WARES FERRY R (Lat: 32.389858, Lng: -86.211053), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.027, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.84m (25.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,773,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8685, Location: 500 FT.S.OF WARES FERRY R (Lat: 32.389858, Lng: -86.211053), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.027, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.84m (25.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,773,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8686, Location: 500 FT.S. OF WARES FERRY (Lat: 32.389822, Lng: -86.210844), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.027, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.84m (25.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,773,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8686, Location: 500 FT.S. OF WARES FERRY (Lat: 32.389822, Lng: -86.210844), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.027, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.84m (25.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,773,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8687, Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391161, Lng: -86.211206), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.172, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8687, Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391161, Lng: -86.211206), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.172, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8688, Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391219, Lng: -86.210964), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.172, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.44m (17.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,119,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,231,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8688, Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391219, Lng: -86.210964), Route carried "on" structure: US 231, Year Built: 1965, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 18,150 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 24,736 (year 2033), Design Load: HS 20, Features Intersected: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.172, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.44m (17.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,119,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,231,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8715, Location: 0.3 MI E OF N RIPLEY ST (Lat: 32.382661, Lng: -86.293556), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 6,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 6,630 (year 2038), Design Load: H 15, Features Intersected: C.OF GA. RR, Facility Carried by Structure: UPPER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.75m (18.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,475,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8715, Location: 0.3 MI E OF N RIPLEY ST (Lat: 32.382661, Lng: -86.293556), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 6,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 6,630 (year 2038), Design Load: H 15, Features Intersected: C.OF GA. RR, Facility Carried by Structure: UPPER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.75m (18.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,475,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8716, Location: 0.3 MI E OF N RIPLEY ST (Lat: 32.382575, Lng: -86.293489), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 6,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 6,630 (year 2038), Design Load: H 15, Features Intersected: C.OF GA.RR, Facility Carried by Structure: UPPER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.75m (18.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,420,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,562,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8716, Location: 0.3 MI E OF N RIPLEY ST (Lat: 32.382575, Lng: -86.293489), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 6,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 6,630 (year 2038), Design Load: H 15, Features Intersected: C.OF GA.RR, Facility Carried by Structure: UPPER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.75m (18.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,420,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,562,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8742, Location: 250FT E OF NOTTINGHAM RD (Lat: 32.377364, Lng: -86.249319), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: ROBBINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022)
Structure Number: 8742, Location: 250FT E OF NOTTINGHAM RD (Lat: 32.377364, Lng: -86.249319), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: ROBBINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022)