Bridge Statistics for New Hebron, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 200ft / 61.2mTotal length
- $550,623,000Total costs
- 6,820Total average daily traffic
- 697Total average daily truck traffic
- 7,725Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Hebron
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 41970-1979
- 41980-1989
- 11990-1999
- 12010-2019
- 22020-2022
- Bridge Condition - Deck
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 8.3%Very good
- 66.7%Good
- 8.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 13.3%Very good
- 40.0%Good
- 26.7%Satisfactory
- 20.0%Fair
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Structure Number: 31000420330044, Location: 0.3 MI E LAWRENCE CL (Lat: 31.730339, Lng: -89.968531), Route carried "on" structure: State highway 42, Year Built: 1970, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: MIDDLE PRONG SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 59.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000420330044, Location: 0.3 MI E LAWRENCE CL (Lat: 31.730339, Lng: -89.968531), Route carried "on" structure: State highway 42, Year Built: 1970, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: MIDDLE PRONG SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 59.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000420330057, Location: 1.7 MI E LAWRENCE CL (Lat: 31.721789, Lng: -89.947800), Route carried "on" structure: State highway 42, Year Built: 1970, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: EAST PRONG SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000420330057, Location: 1.7 MI E LAWRENCE CL (Lat: 31.721789, Lng: -89.947800), Route carried "on" structure: State highway 42, Year Built: 1970, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: EAST PRONG SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000430391087, Location: 8.4 MI N US 84 (Lat: 31.716022, Lng: -89.985806), Route carried "on" structure: State highway 43, Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 720 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.079, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000430391087, Location: 8.4 MI N US 84 (Lat: 31.716022, Lng: -89.985806), Route carried "on" structure: State highway 43, Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 720 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.079, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000430391107, Location: 1.4 MI N SR 42 (Lat: 31.751072, Lng: -89.974572), Route carried "on" structure: State highway 43, Year Built: 1956, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 950 (year 2040), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $306,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $550,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000430391107, Location: 1.4 MI N SR 42 (Lat: 31.751072, Lng: -89.974572), Route carried "on" structure: State highway 43, Year Built: 1956, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 950 (year 2040), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $306,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $550,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA3300000000093, Location: SEC 12 T 8N R20W B (Lat: 31.681278, Lng: -89.973056), Route carried "on" structure: County highway 1213, Year Built: 1978, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 190 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 285 (year 2043), Design Load: HS 15, Features Intersected: EAST PRONG SILVER CREEK, Facility Carried by Structure: ZION HILL CHURCH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA3300000000093, Location: SEC 12 T 8N R20W B (Lat: 31.681278, Lng: -89.973056), Route carried "on" structure: County highway 1213, Year Built: 1978, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 190 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 285 (year 2043), Design Load: HS 15, Features Intersected: EAST PRONG SILVER CREEK, Facility Carried by Structure: ZION HILL CHURCH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA3300000000108, Location: SEC 29 T 9N R19W B (Lat: 31.721933, Lng: -89.935578), Route carried "on" structure: County highway 208, Year Built: 1983, Year Reconstructed: 2015, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 341 (year 2043), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: OLD HEBRON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, 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: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $30,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3300000000108, Location: SEC 29 T 9N R19W B (Lat: 31.721933, Lng: -89.935578), Route carried "on" structure: County highway 208, Year Built: 1983, Year Reconstructed: 2015, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 341 (year 2043), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: OLD HEBRON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, 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: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $30,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3300000000109, Location: SEC 32 T 9N R19W B (Lat: 31.712403, Lng: -89.928558), Route carried "on" structure: County highway 288, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 290 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 319 (year 2040), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: W. WHITE SANDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: SA3300000000109, Location: SEC 32 T 9N R19W B (Lat: 31.712403, Lng: -89.928558), Route carried "on" structure: County highway 288, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 290 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 319 (year 2040), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: W. WHITE SANDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: SA3300000000112, Location: SEC 13 T 9N R20W (Lat: 31.744444, Lng: -89.961667), Route carried "on" structure: County highway 247, Year Built: 1984, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: ST MARYS CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $20,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3300000000112, Location: SEC 13 T 9N R20W (Lat: 31.744444, Lng: -89.961667), Route carried "on" structure: County highway 247, Year Built: 1984, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: ST MARYS CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $20,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3300000000113, Location: SEC 13 T 9N R20W (Lat: 31.755306, Lng: -89.973833), Route carried "on" structure: County highway 251, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2034), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: NED RILEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $20,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3300000000113, Location: SEC 13 T 9N R20W (Lat: 31.755306, Lng: -89.973833), Route carried "on" structure: County highway 251, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2034), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: NED RILEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $20,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA330000000A111, Location: SEC 13 T 9N R20W (Lat: 31.743911, Lng: -89.968467), Route carried "on" structure: County highway 247, Year Built: 2021, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 70 (year 2043), Design Load: HL 93, Features Intersected: WEST PRONG SILVER CREEK, Facility Carried by Structure: JONES FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA330000000A111, Location: SEC 13 T 9N R20W (Lat: 31.743911, Lng: -89.968467), Route carried "on" structure: County highway 247, Year Built: 2021, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 70 (year 2043), Design Load: HL 93, Features Intersected: WEST PRONG SILVER CREEK, Facility Carried by Structure: JONES FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA390000000008, Location: SEC 11 T 8N R20W B (Lat: 31.681014, Lng: -89.987197), Route carried "on" structure: County highway 1213, Year Built: 1978, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 15, Features Intersected: WEST PRONG SILVER CREEK, Facility Carried by Structure: EAST GRANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA390000000008, Location: SEC 11 T 8N R20W B (Lat: 31.681014, Lng: -89.987197), Route carried "on" structure: County highway 1213, Year Built: 1978, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 15, Features Intersected: WEST PRONG SILVER CREEK, Facility Carried by Structure: EAST GRANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3900000000099, Location: SEC 26 T 9N R20W B (Lat: 31.726144, Lng: -89.987981), Route carried "on" structure: County highway 1209, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,380 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF SILVER CREEK, Facility Carried by Structure: FERGUSON-MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3900000000099, Location: SEC 26 T 9N R20W B (Lat: 31.726144, Lng: -89.987981), Route carried "on" structure: County highway 1209, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,380 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF SILVER CREEK, Facility Carried by Structure: FERGUSON-MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA39000000001, Location: SEC 29 T 9N R20W B (Lat: 31.716111, Lng: -90.038500), Route carried "on" structure: County highway 234, Year Built: 1990, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 380 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: CROOKED CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.288, 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: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA39000000001, Location: SEC 29 T 9N R20W B (Lat: 31.716111, Lng: -90.038500), Route carried "on" structure: County highway 234, Year Built: 1990, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 380 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: CROOKED CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.288, 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: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA390000000A098, Location: SEC 17 T 9N R20W B (Lat: 31.750033, Lng: -90.039886), Route carried "on" structure: County highway 58, Year Built: 2018, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2043), Design Load: HL 93, Features Intersected: CROOKED CREEK, Facility Carried by Structure: HEDDIE BEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: SA390000000A098, Location: SEC 17 T 9N R20W B (Lat: 31.750033, Lng: -90.039886), Route carried "on" structure: County highway 58, Year Built: 2018, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2043), Design Load: HL 93, Features Intersected: CROOKED CREEK, Facility Carried by Structure: HEDDIE BEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: SA640000000A094, Location: SEC 8 T 9N R19W (Lat: 31.772172, Lng: -89.937881), Route carried "on" structure: County highway 140, Year Built: 2021, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 45 (year 2043), Design Load: HS 20, Features Intersected: MIDDLE PRONG SILVER CRK, Facility Carried by Structure: ROBERT RUSSELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA640000000A094, Location: SEC 8 T 9N R19W (Lat: 31.772172, Lng: -89.937881), Route carried "on" structure: County highway 140, Year Built: 2021, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 45 (year 2043), Design Load: HS 20, Features Intersected: MIDDLE PRONG SILVER CRK, Facility Carried by Structure: ROBERT RUSSELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete