Bridge Statistics for Millry, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 207ft / 62.5mTotal length
- $19,500,000Total costs
- 20,555Total average daily traffic
- 2,921Total average daily truck traffic
- 28,008Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Millry
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21940-1949
- 11950-1959
- 21960-1969
- 21970-1979
- 61980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 33.3%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 41.7%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 33.3%Good
- 8.3%Satisfactory
- 33.3%Fair
- 8.3%Serious
- Bridge Condition - Channel
- 23.8%Very good
- 38.1%Good
- 38.1%Satisfactory
- Bridge Condition - Culverts
- 11.1%Very good
- 22.2%Good
- 66.7%Satisfactory
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Structure Number: 626, Location: 1.7 MI. S.OF MILLRY (Lat: 31.608303, Lng: -88.304764), Route carried "on" structure: State highway 17, Year Built: 1929, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, 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: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $308,000 ( Estimate for 2022)
Structure Number: 626, Location: 1.7 MI. S.OF MILLRY (Lat: 31.608303, Lng: -88.304764), Route carried "on" structure: State highway 17, Year Built: 1929, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, 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: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $308,000 ( Estimate for 2022)
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Structure Number: 627, Location: 1.6 MI.S. OF MILLRY (Lat: 31.609125, Lng: -88.304814), Route carried "on" structure: State highway 17, Year Built: 1929, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, 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: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $217,000 ( Estimate for 2022)
Structure Number: 627, Location: 1.6 MI.S. OF MILLRY (Lat: 31.609125, Lng: -88.304814), Route carried "on" structure: State highway 17, Year Built: 1929, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, 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: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $217,000 ( Estimate for 2022)
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Structure Number: 3074, Location: MILLRY (Lat: 31.631981, Lng: -88.317217), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2034), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: CO. RD. 34
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: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3074, Location: MILLRY (Lat: 31.631981, Lng: -88.317217), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2034), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: CO. RD. 34
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: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3075, Location: HEALING SPRINGS (Lat: 31.631383, Lng: -88.320042), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2034), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
Structure Number: 3075, Location: HEALING SPRINGS (Lat: 31.631383, Lng: -88.320042), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2034), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
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Structure Number: 5802, Location: 1/2 MI W H17 BARLOW RD (Lat: 31.577250, Lng: -88.306861), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 350 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 795 (year 2034), Design Load: HS 20, Features Intersected: BRANCH OF TAYLOR CREEK, Facility Carried by Structure: CO RD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $237,000 ( Estimate for 2022)
Structure Number: 5802, Location: 1/2 MI W H17 BARLOW RD (Lat: 31.577250, Lng: -88.306861), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 350 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 795 (year 2034), Design Load: HS 20, Features Intersected: BRANCH OF TAYLOR CREEK, Facility Carried by Structure: CO RD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $237,000 ( Estimate for 2022)
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Structure Number: 6947, Location: 1.5 MI NO. MILLRY (Lat: 31.656872, Lng: -88.313792), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 150 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2034), Design Load: HS 20, Features Intersected: DUNBAR CREEK, Facility Carried by Structure: SAM WOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022)
Structure Number: 6947, Location: 1.5 MI NO. MILLRY (Lat: 31.656872, Lng: -88.313792), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 150 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2034), Design Load: HS 20, Features Intersected: DUNBAR CREEK, Facility Carried by Structure: SAM WOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022)
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Structure Number: 6948, Location: 4 MI NO MILLRY (Lat: 31.682208, Lng: -88.352356), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 150 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2034), Design Load: HS 20, Features Intersected: DUNBAR CREEK, Facility Carried by Structure: SAM WOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
Structure Number: 6948, Location: 4 MI NO MILLRY (Lat: 31.682208, Lng: -88.352356), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 150 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2034), Design Load: HS 20, Features Intersected: DUNBAR CREEK, Facility Carried by Structure: SAM WOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
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Structure Number: 10317, Location: 2.6 MI. N.OF MILLRY (Lat: 31.666439, Lng: -88.306628), Route carried "on" structure: State highway 17, Year Built: 1970, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,770 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,283 (year 2033), Design Load: HS 20, Features Intersected: COPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,053,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10317, Location: 2.6 MI. N.OF MILLRY (Lat: 31.666439, Lng: -88.306628), Route carried "on" structure: State highway 17, Year Built: 1970, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,770 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,283 (year 2033), Design Load: HS 20, Features Intersected: COPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,053,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12766, Location: MILLRY ON COPELAND ROAD (Lat: 31.627697, Lng: -88.317994), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 350 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2034), Features Intersected: COSBY CREEK, Facility Carried by Structure: CO RD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $960,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,056,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12766, Location: MILLRY ON COPELAND ROAD (Lat: 31.627697, Lng: -88.317994), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 350 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2034), Features Intersected: COSBY CREEK, Facility Carried by Structure: CO RD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $960,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,056,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13621, Location: 8.5 MI. N. OF CHATOM (Lat: 31.586417, Lng: -88.301172), Route carried "on" structure: State highway 17, Year Built: 1985, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,321 (year 2033), Design Load: HS 20, Features Intersected: TAYLORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.73m (31.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,736,000, Roadway Improvement Cost: $274,000, Total Project Cost: $3,010,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13621, Location: 8.5 MI. N. OF CHATOM (Lat: 31.586417, Lng: -88.301172), Route carried "on" structure: State highway 17, Year Built: 1985, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,321 (year 2033), Design Load: HS 20, Features Intersected: TAYLORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.73m (31.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,736,000, Roadway Improvement Cost: $274,000, Total Project Cost: $3,010,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13929, Location: MILLRY (Lat: 31.626200, Lng: -88.313028), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: HS 20, Features Intersected: CROSBYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.163, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,050,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13929, Location: MILLRY (Lat: 31.626200, Lng: -88.313028), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: HS 20, Features Intersected: CROSBYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.163, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,050,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1393, Location: MILLRY (Lat: 31.630250, Lng: -88.313025), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: HS 20, Features Intersected: MILLRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,396,000, Roadway Improvement Cost: $240,000, Total Project Cost: $2,636,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1393, Location: MILLRY (Lat: 31.630250, Lng: -88.313025), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,900 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,450 (year 2033), Design Load: HS 20, Features Intersected: MILLRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,396,000, Roadway Improvement Cost: $240,000, Total Project Cost: $2,636,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14543, Location: 8.8 MI. N. OF CHATOM (Lat: 31.591006, Lng: -88.301917), Route carried "on" structure: State highway 17, Year Built: 1988, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,321 (year 2033), Design Load: HS 20, Features Intersected: FOUR MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $763,000, Roadway Improvement Cost: $76,000, Total Project Cost: $839,000 ( Estimate for 2022)
Structure Number: 14543, Location: 8.8 MI. N. OF CHATOM (Lat: 31.591006, Lng: -88.301917), Route carried "on" structure: State highway 17, Year Built: 1988, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,800 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,321 (year 2033), Design Load: HS 20, Features Intersected: FOUR MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $763,000, Roadway Improvement Cost: $76,000, Total Project Cost: $839,000 ( Estimate for 2022)
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Structure Number: 16436, Location: 2.42 KM E OF MILLRY (Lat: 31.647014, Lng: -88.297836), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,276 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: BRIER CREEK EAST, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022)
Structure Number: 16436, Location: 2.42 KM E OF MILLRY (Lat: 31.647014, Lng: -88.297836), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,276 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: BRIER CREEK EAST, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022)
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Structure Number: 16437, Location: 2.42 KM E OF MILLRY (Lat: 31.647058, Lng: -88.295531), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,276 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: BRIER CREEK, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,444,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,588,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16437, Location: 2.42 KM E OF MILLRY (Lat: 31.647058, Lng: -88.295531), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,276 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: BRIER CREEK, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,444,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,588,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16438, Location: 2.42 KM E OF MILLRY (Lat: 31.647075, Lng: -88.294058), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,276 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 15, Features Intersected: BRIER CREEK WEST, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $363,000 ( Estimate for 2022)
Structure Number: 16438, Location: 2.42 KM E OF MILLRY (Lat: 31.647075, Lng: -88.294058), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,276 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 15, Features Intersected: BRIER CREEK WEST, Facility Carried by Structure: CO RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $363,000 ( Estimate for 2022)
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Structure Number: 17031, Location: DUNBAR (Lat: 31.673875, Lng: -88.349964), Route carried "on" structure: County highway , Year Built: 1987, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: DUNBAR CREEK, Facility Carried by Structure: WHIGHAM ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17031, Location: DUNBAR (Lat: 31.673875, Lng: -88.349964), Route carried "on" structure: County highway , Year Built: 1987, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: DUNBAR CREEK, Facility Carried by Structure: WHIGHAM ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17032, Location: WEST OF MILLRY (Lat: 31.650458, Lng: -88.364567), Route carried "on" structure: County highway , Year Built: 1992, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: WHIGHAM RD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17032, Location: WEST OF MILLRY (Lat: 31.650458, Lng: -88.364567), Route carried "on" structure: County highway , Year Built: 1992, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: WHIGHAM RD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18687, Location: 4 MI.EAST OF MILLRY (Lat: 31.639694, Lng: -88.263972), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 987 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,203 (year 2034), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: CR. 34
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: Channel Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18687, Location: 4 MI.EAST OF MILLRY (Lat: 31.639694, Lng: -88.263972), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 987 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,203 (year 2034), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: CR. 34
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: Channel Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20253, Location: .5 MILE FROM CNTY RD 11 (Lat: 31.590172, Lng: -88.356622), Route carried "on" structure: County highway 27, Year Built: 1979, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 100 (year 2037), Design Load: H 15, Features Intersected: TAYLORS CREEK, Facility Carried by Structure: DEARMAN FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Very good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: June 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20253, Location: .5 MILE FROM CNTY RD 11 (Lat: 31.590172, Lng: -88.356622), Route carried "on" structure: County highway 27, Year Built: 1979, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 100 (year 2037), Design Load: H 15, Features Intersected: TAYLORS CREEK, Facility Carried by Structure: DEARMAN FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Very good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: June 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20501, Location: BARLOW (Lat: 31.576433, Lng: -88.307967), Route carried "on" structure: County highway 5, Year Built: 2012, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 370 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 550 (year 2034), Design Load: HS 20, Features Intersected: TAYLORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,321,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,453,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20501, Location: BARLOW (Lat: 31.576433, Lng: -88.307967), Route carried "on" structure: County highway 5, Year Built: 2012, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 370 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 550 (year 2034), Design Load: HS 20, Features Intersected: TAYLORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,321,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,453,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels