Bridge Statistics for Glendale, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 144ft / 44mTotal length
- $3,298,312,000Total costs
- 191,360Total average daily traffic
- 21,917Total average daily truck traffic
- 113,315Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Glendale
- No street view available for this location
- New bridges - historical statistics
- 141960-1969
- 11970-1979
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 18.2%Very good
- 36.4%Good
- 45.5%Satisfactory
- Bridge Condition - Superstructure
- 45.5%Very good
- 27.3%Good
- 27.3%Satisfactory
- Bridge Condition - Substructure
- 45.5%Very good
- 54.5%Good
- Bridge Condition - Channel
- 12.5%Very good
- 75.0%Good
- 12.5%Fair
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Structure Number: 11000590180694A, Location: 3.4 MI N LAMAR CL (Lat: 31.387089, Lng: -89.321103), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.223, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 5.4 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: Equal to 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: December 2016
Structure Number: 11000590180694A, Location: 3.4 MI N LAMAR CL (Lat: 31.387089, Lng: -89.321103), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.223, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 5.4 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: Equal to 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: December 2016
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Structure Number: 11000590180694B, Location: 3.4 MI N LAMAR CL (Lat: 31.387019, Lng: -89.320639), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.779, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 5.4 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: Equal to 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: December 2016
Structure Number: 11000590180694B, Location: 3.4 MI N LAMAR CL (Lat: 31.387019, Lng: -89.320639), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.779, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 5.4 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: Equal to 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: December 2016
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Structure Number: 11000590180710A, Location: 1.7 MI S JONES CL (Lat: 31.410983, Lng: -89.318561), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20+Mod, Features Intersected: MCPHAIL ROAD
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.562, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.10m (161.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $282,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $412,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590180710A, Location: 1.7 MI S JONES CL (Lat: 31.410983, Lng: -89.318561), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20+Mod, Features Intersected: MCPHAIL ROAD
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.562, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.10m (161.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $282,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $412,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000590180710B, Location: 1.7 MI S JONES CL (Lat: 31.410419, Lng: -89.318314), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20+Mod, Features Intersected: MCPHAIL ROAD
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 20.384, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.10m (161.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $282,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $412,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590180710B, Location: 1.7 MI S JONES CL (Lat: 31.410419, Lng: -89.318314), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 14,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 19,000 (year 2036), Design Load: HS 20+Mod, Features Intersected: MCPHAIL ROAD
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 20.384, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.10m (161.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $282,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $412,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000420180591A, Location: 1.7 MI E I 59 (Lat: 31.364317, Lng: -89.303964), Route carried "on" structure: State highway 42, Year Built: 2006, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.251, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.2m (3.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000420180591A, Location: 1.7 MI E I 59 (Lat: 31.364317, Lng: -89.303964), Route carried "on" structure: State highway 42, Year Built: 2006, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.251, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.2m (3.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000420180591B, Location: 1.7 MI E I 59 (Lat: 31.364397, Lng: -89.304642), Route carried "on" structure: State highway 42, Year Built: 2006, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.685, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 1.2m (3.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000420180591B, Location: 1.7 MI E I 59 (Lat: 31.364397, Lng: -89.304642), Route carried "on" structure: State highway 42, Year Built: 2006, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20, Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.685, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 1.2m (3.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000590180682, Location: 1.5 MI N US 49 (Lat: 31.372350, Lng: -89.331744), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2036), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 69.80m (229.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $208,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $474,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000590180682, Location: 1.5 MI N US 49 (Lat: 31.372350, Lng: -89.331744), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2036), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 69.80m (229.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $208,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $474,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000590180682, Location: 1.5 MI N US 49 (Lat: 31.372350, Lng: -89.331744), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000590180682, Location: 1.5 MI N US 49 (Lat: 31.372350, Lng: -89.331744), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000590180682, Location: 1.5 MI N US 49 (Lat: 31.372350, Lng: -89.331744), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000590180682, Location: 1.5 MI N US 49 (Lat: 31.372350, Lng: -89.331744), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 2.771, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 4100059018069, Location: 2.2 MI N US 49 (Lat: 31.381869, Lng: -89.323892), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2036), Design Load: H 20, Features Intersected: I 59, Facility Carried by Structure: EATONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.108, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $717,000,000, Roadway Improvement Cost: $72,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4100059018069, Location: 2.2 MI N US 49 (Lat: 31.381869, Lng: -89.323892), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2036), Design Load: H 20, Features Intersected: I 59, Facility Carried by Structure: EATONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.108, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $717,000,000, Roadway Improvement Cost: $72,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4100059018069, Location: 2.2 MI N US 49 (Lat: 31.381869, Lng: -89.323892), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: EATONVILLE ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 4.106, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 4100059018069, Location: 2.2 MI N US 49 (Lat: 31.381869, Lng: -89.323892), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: EATONVILLE ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 4.106, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 4100059018069, Location: 2.2 MI N US 49 (Lat: 31.381869, Lng: -89.323892), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: EATONVILLE ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 4.106, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 4100059018069, Location: 2.2 MI N US 49 (Lat: 31.381869, Lng: -89.323892), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: EATONVILLE ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 4.106, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000590180724, Location: 0.3 MI S JONES CL (Lat: 31.431439, Lng: -89.319642), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: H 20, Features Intersected: I 59, Facility Carried by Structure: SIS HOBSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.862, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 89.60m (293.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $826,000,000, Roadway Improvement Cost: $83,000,000, Total Project Cost: $999,999,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000590180724, Location: 0.3 MI S JONES CL (Lat: 31.431439, Lng: -89.319642), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: H 20, Features Intersected: I 59, Facility Carried by Structure: SIS HOBSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.862, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 89.60m (293.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $826,000,000, Roadway Improvement Cost: $83,000,000, Total Project Cost: $999,999,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000590180724, Location: 0.3 MI S JONES CL (Lat: 31.431439, Lng: -89.319642), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SIS HOBISON ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 1.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000590180724, Location: 0.3 MI S JONES CL (Lat: 31.431439, Lng: -89.319642), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SIS HOBISON ROAD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 1.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000590180724, Location: 0.3 MI S JONES CL (Lat: 31.431439, Lng: -89.319642), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SIS HOBISON ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000590180724, Location: 0.3 MI S JONES CL (Lat: 31.431439, Lng: -89.319642), Route carried "under" structure: Interstate 59, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2015), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SIS HOBISON ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: SA1800000000193, Location: SEC 9 T 5N R13W B (Lat: 31.405250, Lng: -89.301472), Route carried "on" structure: County highway 1154, Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,600 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2034), Design Load: H 15, Features Intersected: BRANCH OF LEAF RIVER, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1800000000193, Location: SEC 9 T 5N R13W B (Lat: 31.405250, Lng: -89.301472), Route carried "on" structure: County highway 1154, Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,600 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2034), Design Load: H 15, Features Intersected: BRANCH OF LEAF RIVER, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1800000000197, Location: SEC 21 T 5N R13W (Lat: 31.375806, Lng: -89.306417), Route carried "on" structure: County highway 32, Year Built: 1999, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 160 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2034), Design Load: HS 20, Features Intersected: BAY CREEK, Facility Carried by Structure: TRAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1800000000197, Location: SEC 21 T 5N R13W (Lat: 31.375806, Lng: -89.306417), Route carried "on" structure: County highway 32, Year Built: 1999, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 160 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2034), Design Load: HS 20, Features Intersected: BAY CREEK, Facility Carried by Structure: TRAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1800000000199, Location: SEC 28 T 5N R13W B (Lat: 31.363083, Lng: -89.305250), Route carried "on" structure: County highway 611, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,600 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2034), Design Load: H 15, Features Intersected: BAY CREEK, Facility Carried by Structure: GLENDALE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: 42.70m (140.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA1800000000199, Location: SEC 28 T 5N R13W B (Lat: 31.363083, Lng: -89.305250), Route carried "on" structure: County highway 611, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,600 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2034), Design Load: H 15, Features Intersected: BAY CREEK, Facility Carried by Structure: GLENDALE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: 42.70m (140.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA1800000000234, Location: SEC 8 T 5N R13W (Lat: 31.413278, Lng: -89.315417), Route carried "on" structure: County highway 2500, Year Built: 1998, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: WARREN SMITH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1800000000234, Location: SEC 8 T 5N R13W (Lat: 31.413278, Lng: -89.315417), Route carried "on" structure: County highway 2500, Year Built: 1998, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: WARREN SMITH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
