Bridge Statistics for Wiggins, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21000490660290A,  Location: 6.1 MI S SR 26 (Lat: 30.774825,  Lng: -89.135892),  Route carried "on" structure: US 49,  Year Built: 1992,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: TERRELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.089,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660290B,  Location: 6.1 MI S SR 26 (Lat: 30.774647,  Lng: -89.135494),  Route carried "on" structure: US 49,  Year Built: 1959,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: TERRELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.837,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 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: October 2020

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Structure Number: 21000490660293A,  Location: 5.8 MI S SR 26 (Lat: 30.779889,  Lng: -89.135975),  Route carried "on" structure: US 49,  Year Built: 1991,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.527,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660293B,  Location: 5.8 MI S SR 26 (Lat: 30.779336,  Lng: -89.135567),  Route carried "on" structure: US 49,  Year Built: 1964,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.357,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $234,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $422,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660296A,  Location: 5.5 MI S SR 26 (Lat: 30.784958,  Lng: -89.136056),  Route carried "on" structure: US 49,  Year Built: 1991,  Status: Open,  Structure Length: 17.19m (56.40ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.965,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660296B,  Location: 5.5 MI S SR 26 (Lat: 30.783831,  Lng: -89.135639),  Route carried "on" structure: US 49,  Year Built: 1964,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.856,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.05m (62.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $731,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $999,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660302A,  Location: 4.9 MI S SR 26 (Lat: 30.793436,  Lng: -89.136186),  Route carried "on" structure: US 49,  Year Built: 1992,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.024,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660302B,  Location: 4.9 MI S SR 26 (Lat: 30.791725,  Lng: -89.135764),  Route carried "on" structure: US 49,  Year Built: 1964,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.732,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $562,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $803,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660348A,  Location: US 49 OVER SR 26 (Lat: 30.852058,  Lng: -89.156072),  Route carried "on" structure: US 49,  Year Built: 1965,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.714,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.72m (28.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $335,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $539,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660348B,  Location: US 49 OVER SR 26 (Lat: 30.851408,  Lng: -89.155311),  Route carried "on" structure: US 49,  Year Built: 1965,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.146,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.72m (28.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $335,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $539,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660354A,  Location: 0.6 MI N SR 26 (Lat: 30.859208,  Lng: -89.160889),  Route carried "on" structure: US 49,  Year Built: 1965,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.795,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $216,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $401,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000490660354B,  Location: 0.6 MI N SR 26 (Lat: 30.858764,  Lng: -89.160258),  Route carried "on" structure: US 49,  Year Built: 1965,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.089,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $216,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $401,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000260660385,  Location: 3.5 MI W US 49 (Lat: 30.851603,  Lng: -89.215150),  Route carried "on" structure: State highway 26,  Year Built: 1955,  Status: Posted for load,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 15,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.414,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 18.65m (61.19ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $178,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000260660392,  Location: 2.8 MI W US 49 (Lat: 30.851750,  Lng: -89.203522),  Route carried "on" structure: State highway 26,  Year Built: 1955,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 15,  Features Intersected: CHANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.527,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $392,000,000,  Roadway Improvement Cost: $39,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000260660411,  Location: 0.9 MI W US 49 (Lat: 30.851769,  Lng: -89.171669),  Route carried "on" structure: State highway 26,  Year Built: 1956,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,300 (year 2040),  Design Load: HS 15,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.575,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: Fair,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $50,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $299,000,000

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Structure Number: 31000260660424,  Location: SR 26 OVER SR 149 (Lat: 30.851817,  Lng: -89.138617),  Route carried "on" structure: State highway 26,  Year Built: 1955,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,700 (year 2040),  Design Load: HS 15,  Features Intersected: SR 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.735,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $392,000,000,  Roadway Improvement Cost: $39,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000260660467,  Location: 3.8 MI E SR 149 (Lat: 30.844111,  Lng: -89.077086),  Route carried "on" structure: State highway 26,  Year Built: 1952,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 15,  Features Intersected: FLYNT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.793,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $757,000,000,  Roadway Improvement Cost: $76,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000260660477,  Location: 4.8 MI E SR 149 (Lat: 30.845406,  Lng: -89.060003),  Route carried "on" structure: State highway 26,  Year Built: 1952,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 15,  Features Intersected: KIRBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.443,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $275,000,000,  Roadway Improvement Cost: $28,000,000,  Total Project Cost: $828,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000290660012,  Location: 1.3 MI E SR 149 (Lat: 30.870322,  Lng: -89.121189),  Route carried "on" structure: State highway 29,  Year Built: 1973,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: H 15,  Features Intersected: FLYNT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.062,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $46,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $391,000,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6600000000003,  Location: SEC 7 T 2S R10W (Lat: 30.891700,  Lng: -89.022414),  Route carried "on" structure: County highway 64,  Year Built: 1980,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 88 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 97 (year 2041),  Design Load: H 15,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: CLEAR CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  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: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000011,  Location: SEC 4 T 2S R11W B (Lat: 30.896356,  Lng: -89.089783),  Route carried "on" structure: County highway 114,  Year Built: 1962,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 407 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 448 (year 2041),  Design Load: H 15,  Features Intersected: BRIDGE CREEK,  Facility Carried by Structure: OIL WELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.197,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 18.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $156,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6600000000012,  Location: SEC 14 T 2S R11W B (Lat: 30.868197,  Lng: -89.059928),  Route carried "on" structure: County highway 67,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 297 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 327 (year 2041),  Design Load: H 15,  Features Intersected: KIRBY CREEK,  Facility Carried by Structure: BIG FOUR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000013,  Location: SEC 17 T 2S R11W B (Lat: 30.880808,  Lng: -89.104836),  Route carried "on" structure: County highway 114,  Year Built: 1978,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 407 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 448 (year 2041),  Design Load: H 15,  Features Intersected: SCHOOLHOUSE BRANCH,  Facility Carried by Structure: OIL WELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.611,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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 minimum criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $230,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000014,  Location: SEC 20 T 2S R11W B (Lat: 30.860558,  Lng: -89.111161),  Route carried "on" structure: County highway 67,  Year Built: 1980,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 360 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 396 (year 2040),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: CLUBHOUSE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000017,  Location: SEC 22 T 2S R11W B (Lat: 30.856139,  Lng: -89.082750),  Route carried "on" structure: County highway 67,  Year Built: 2008,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 370 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 555 (year 2040),  Design Load: HS 20,  Features Intersected: BRIDGE CREEK,  Facility Carried by Structure: BIG FOUR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000018,  Location: SEC 26 T 2S R11W (Lat: 30.840250,  Lng: -89.067583),  Route carried "on" structure: County highway 74,  Year Built: 2004,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: H 15,  Features Intersected: KIRBY CREEK,  Facility Carried by Structure: JOHN WILLIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  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: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $279,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000019,  Location: SEC 1 T 2S R12W (Lat: 30.897781,  Lng: -89.151603),  Route carried "on" structure: County highway 51,  Year Built: 1981,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 20 (year 2020),  Average Future Daily Traffic: 30 (year 2040),  Design Load: H 15,  Features Intersected: PUMP BRANCH,  Facility Carried by Structure: PUMP BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000023,  Location: SEC 16 T 2S R12W B (Lat: 30.866917,  Lng: -89.199972),  Route carried "on" structure: County highway 129,  Year Built: 2008,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: CHANEY CREEK,  Facility Carried by Structure: NEW HOPE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000024,  Location: SEC 23 T 2S R12W B (Lat: 30.858989,  Lng: -89.170258),  Route carried "on" structure: County highway 129,  Year Built: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: NEW HOPE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.874,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $170,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6600000000025,  Location: SEC 28 T 2S R12W B (Lat: 30.845278,  Lng: -89.205722),  Route carried "on" structure: County highway 184,  Year Built: 1984,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: HS 20,  Features Intersected: RED CREEK,  Facility Carried by Structure: OLD HWY 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.863,  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: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000026,  Location: SEC 35 T 3S R12W (Lat: 30.822453,  Lng: -89.157219),  Route carried "on" structure: County highway 493,  Year Built: 1995,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 30 (year 2021),  Average Future Daily Traffic: 33 (year 2041),  Design Load: H 15,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: COBB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  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: 4,  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: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000044,  Location: SEC 3 T 3S R11W B (Lat: 30.814806,  Lng: -89.076250),  Route carried "on" structure: County highway 114,  Year Built: 1990,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO FLYNT CREEK,  Facility Carried by Structure: KING BEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.334,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: September 2021

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Structure Number: SA6600000000045,  Location: SEC 3 T 3S R11W B (Lat: 30.814167,  Lng: -89.071833),  Route carried "on" structure: County highway 114,  Year Built: 1957,  Status: Posted for load,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 1,299 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,949 (year 2041),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: KING BEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  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: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 6.11m (20.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $448,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6600000000046,  Location: SEC 4 T 3S R11W B (Lat: 30.811669,  Lng: -89.098581),  Route carried "on" structure: County highway 114,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,980 (year 2041),  Design Load: H 15,  Features Intersected: BLACK BRANCH,  Facility Carried by Structure: TEN MILE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  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: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6600000000047,  Location: SEC 4 T 3S R11W B (Lat: 30.812231,  Lng: -89.095786),  Route carried "on" structure: County highway 114,  Year Built: 1960,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: H 15,  Features Intersected: BR OF BLACK BRANCH,  Facility Carried by Structure: TEN MILE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  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: 4,  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6600000000048,  Location: SEC 5 T 3S R11W B (Lat: 30.817703,  Lng: -89.118308),  Route carried "on" structure: County highway 114,  Year Built: 1954,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: HS 15,  Features Intersected: CHURCH HOUSE BRANCH,  Facility Carried by Structure: TEN MILE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: 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: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2021)

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Structure Number: SA6600000000081,  Location: SEC 7 T 4S R12W (Lat: 30.767806,  Lng: -89.132917),  Route carried "on" structure: County highway 246,  Year Built: 1993,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 43 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 64 (year 2041),  Design Load: H 15,  Features Intersected: UNNAMED BRANCH,  Facility Carried by Structure: HERSCHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 6.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Steel plate

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Structure Number: SA6600000000088,  Location: SEC 27 T 2S R12W (Lat: 30.841628,  Lng: -89.179175),  Route carried "on" structure: County highway 45,  Year Built: 1978,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 75 (year 2021),  Average Future Daily Traffic: 83 (year 2041),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: DENSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.6 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $156,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA660000000009,  Location: SEC 15 T 2S R11W (Lat: 30.874375,  Lng: -89.085481),  Route carried "on" structure: County highway 136,  Year Built: 2000,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 40 (year 2021),  Average Future Daily Traffic: 60 (year 2041),  Design Load: H 15,  Features Intersected: BRIDGE CREEK,  Facility Carried by Structure: TAYLOR CEMETARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete