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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 in Glendale, MS - historical statistics
  • New bridges - historical statistics
  • 141960-1969
  • 11970-1979
  • 21990-1999
  • 22000-2009
Average Bridge Daily Traffic in Glendale, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 18.2%Very good
  • 36.4%Good
  • 45.5%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 45.5%Very good
  • 27.3%Good
  • 27.3%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 45.5%Very good
  • 54.5%Good
Bridge Condition - Channel
  • 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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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
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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)

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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)

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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
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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)

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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)

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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
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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
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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
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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
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