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


  • National Bridge Inventory (NBI) Statistics
  • 29Number of bridges
  • 328ft / 100mTotal length
  • $3,775,003,000Total costs
  • 218,420Total average daily traffic
  • 27,968Total average daily truck traffic
  • 140,230Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Terry
  • No street view available for this location

New bridges in Terry, MS - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 11940-1949
  • 131950-1959
  • 31960-1969
  • 11980-1989
  • 61990-1999
  • 22010-2018
Average Bridge Daily Traffic in Terry, MS
Average Bridge Truck Traffic in Terry, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.5%Excellent
  • 9.1%Very good
  • 36.4%Good
  • 31.8%Satisfactory
  • 18.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.5%Excellent
  • 31.8%Very good
  • 18.2%Good
  • 22.7%Satisfactory
  • 18.2%Fair
  • 4.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.5%Excellent
  • 31.8%Very good
  • 13.6%Good
  • 27.3%Satisfactory
  • 13.6%Fair
  • 4.5%Poor
  • 4.5%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 35.0%Very good
  • 30.0%Good
  • 15.0%Satisfactory
  • 15.0%Fair
  • 5.0%Poor
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Structure Number: 11000550250771,  Location: 3.4 MI N COPIAH CL (Lat: 32.090803,  Lng: -90.307894),  Route carried "on" structure: Interstate 55,  Year Built: 1956,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 30,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 32,000 (year 2036),  Design Load: HS 20,  Features Intersected: VAUGHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.443,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2016
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Structure Number: 11000550250784B,  Location: 4.7 MI N COPIAH CL (Lat: 32.108944,  Lng: -90.298842),  Route carried "on" structure: Interstate 55,  Year Built: 1996,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.622,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550250784C,  Location: 4.7 MI N COPIAH CL (Lat: 32.108297,  Lng: -90.298972),  Route carried "on" structure: Interstate 55,  Year Built: 1996,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.559,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550250788B,  Location: 5.1 MI N COPIAH CL (Lat: 32.114958,  Lng: -90.295775),  Route carried "on" structure: Interstate 55,  Year Built: 1996,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.895,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550250788C,  Location: 5.1 MI N COPIAH CL (Lat: 32.114286,  Lng: -90.295917),  Route carried "on" structure: Interstate 55,  Year Built: 1996,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 16,000 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.283,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18000550250784D,  Location: 3.3 MI N COPIAH CL (Lat: 32.108533,  Lng: -90.298567),  Route carried "on" structure: ServiceOther road 55,  Year Built: 1959,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,200 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2036),  Design Load: H 15,  Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 4.4 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 replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $201,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $331,000,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18000550250788A,  Location: 3.7 MI N COPIAH CL (Lat: 32.114489,  Lng: -90.296308),  Route carried "on" structure: ServiceOther road 55,  Year Built: 1959,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,200 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2036),  Design Load: H 15,  Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 85.30m (279.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $281,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $411,000,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18000550250788D,  Location: 3.7 MI N COPIAH CL (Lat: 32.114253,  Lng: -90.295661),  Route carried "on" structure: ServiceOther road 55,  Year Built: 1959,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,200 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,200 (year 2036),  Design Load: H 15,  Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.675,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 85.30m (279.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $281,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $411,000,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004730250028,  Location: 2.7 MI N COPIAH CL (Lat: 32.084961,  Lng: -90.275183),  Route carried "on" structure: State highway 473,  Year Built: 2016,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,300 (year 2036),  Design Load: HL 93,  Features Intersected: VAUGHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 41000550250773,  Location: 3.2 MI N COPIAH CL (Lat: 32.093414,  Lng: -90.307008),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,800 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,900 (year 2036),  Design Load: HS 15,  Features Intersected: I 55,  Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.092,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.50m (250.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $702,000,000,  Roadway Improvement Cost: $70,000,000,  Total Project Cost: $999,999,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550250773,  Location: 3.2 MI N COPIAH CL (Lat: 32.093414,  Lng: -90.307008),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 17.092,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 41000550250773,  Location: 3.2 MI N COPIAH CL (Lat: 32.093414,  Lng: -90.307008),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 17.092,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 41000550250779,  Location: 3.5 MI N COPIAH CL (Lat: 32.101275,  Lng: -90.302339),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 4,900 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,900 (year 2036),  Design Load: H 20,  Features Intersected: I 55,  Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.942,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 41.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.40m (194.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $316,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $620,000,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550250779,  Location: 3.5 MI N COPIAH CL (Lat: 32.101275,  Lng: -90.302339),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 7.937,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 41000550250779,  Location: 3.5 MI N COPIAH CL (Lat: 32.101275,  Lng: -90.302339),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 7.937,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 41000550250802,  Location: 2.3 MI N TERRY INTCH (Lat: 32.132261,  Lng: -90.286533),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 29%,  Average Future Daily Traffic: 1,300 (year 2036),  Design Load: H 20,  Features Intersected: I 55,  Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $681,000,000,  Roadway Improvement Cost: $68,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550250802,  Location: 2.3 MI N TERRY INTCH (Lat: 32.132261,  Lng: -90.286533),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 41000550250802,  Location: 2.3 MI N TERRY INTCH (Lat: 32.132261,  Lng: -90.286533),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 55,  Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: SA1500000000039,  Location: SEC 2 T 2N R 1W B (Lat: 32.042056,  Lng: -90.275472),  Route carried "on" structure: County highway 398,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 540 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 810 (year 2035),  Design Load: H 15,  Features Intersected: CHESTNUT CREEK,  Facility Carried by Structure: TERRY-G'VILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.368,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  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: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 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: Somewhat better than minimum adequacy,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA150000000004,  Location: SEC 4 T 2N R 1W (Lat: 32.046444,  Lng: -90.301111),  Route carried "on" structure: County highway 50,  Year Built: 1997,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 60 (year 2015),  Average Future Daily Traffic: 90 (year 2035),  Design Load: HS 20,  Features Intersected: CHESTNUT CREEK,  Facility Carried by Structure: JACK JOHNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1500000000042,  Location: SEC 5 T 2N R 1W (Lat: 32.045861,  Lng: -90.319444),  Route carried "on" structure: County highway 52,  Year Built: 1998,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 80 (year 2015),  Average Future Daily Traffic: 120 (year 2035),  Design Load: H 15,  Features Intersected: CHESTNUT CREEK,  Facility Carried by Structure: CHERRY GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  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: Monolithic Concrete
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Structure Number: SA2500000000002,  Location: SEC 7 T 3N R 1W (Lat: 32.117222,  Lng: -90.346250),  Route carried "on" structure: County highway 5364,  Year Built: 2011,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB TO HARRIS CREEK,  Facility Carried by Structure: STUBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  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: 0.2m (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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.8 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: Superior to present desirable 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: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000003,  Location: SEC 9 T 3N R 1W B (Lat: 32.109056,  Lng: -90.300972),  Route carried "on" structure: County highway 460,  Year Built: 1930,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 2,100 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,150 (year 2035),  Design Load: H 20,  Features Intersected: HARRIS CREEK,  Facility Carried by Structure: TERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 36.60m (120.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $269,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000004,  Location: SEC 9 T 3N R 1W B (Lat: 32.119694,  Lng: -90.301306),  Route carried "on" structure: County highway 460,  Year Built: 1930,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,150 (year 2036),  Design Load: H 20,  Features Intersected: RHODES CREEK,  Facility Carried by Structure: OLD HWY 51 TERRY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 61.10m (200.46ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $448,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000005,  Location: SEC 15 T 3N R 1W B (Lat: 32.105833,  Lng: -90.283889),  Route carried "on" structure: County highway 6916,  Year Built: 1985,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 830 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,245 (year 2035),  Design Load: HS 20,  Features Intersected: RHODES CREEK,  Facility Carried by Structure: WYNNDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  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: Good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000006,  Location: SEC 18 T 3N R 1W (Lat: 32.108028,  Lng: -90.347028),  Route carried "on" structure: County highway 5363,  Year Built: 1969,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 700 (year 2035),  Design Load: H 15,  Features Intersected: BCH OF HARRIS CREEK,  Facility Carried by Structure: GREEN GABLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  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: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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: SA2500000000008,  Location: SEC 19 T 3N R 1E B (Lat: 32.090222,  Lng: -90.240472),  Route carried "on" structure: County highway 5403,  Year Built: 1945,  Status: Closed,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 150 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2035),  Design Load: H 10,  Features Intersected: VAUGHN CR,  Facility Carried by Structure: ROSEMARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Critical,  Channel: Poor,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 66.10m (216.86ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Critical Feature Inspection Date: September 2016,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $187,000 ( Estimate for 2010),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: SA2500000000009,  Location: SEC 21 T 3N R 1W (Lat: 32.090917,  Lng: -90.297806),  Route carried "on" structure: County highway 2179,  Year Built: 1934,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 680 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,020 (year 2036),  Design Load: H 20,  Features Intersected: VAUGHN CR,  Facility Carried by Structure: OLD HWY 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.954,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 36.60m (120.08ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $269,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA250000000001,  Location: SEC 29 T 3N R 1W (Lat: 32.078889,  Lng: -90.322444),  Route carried "on" structure: County highway 5367,  Year Built: 1969,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 280 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 420 (year 2035),  Design Load: H 15,  Features Intersected: VAUGHN CREEK,  Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  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: 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: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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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