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


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 761ft / 232mTotal length
  • $3,172,997,000Total costs
  • 220,580Total average daily traffic
  • 33,308Total average daily truck traffic
  • 140,400Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Coldwater
  • No street view available for this location

New bridges in Coldwater, MS - historical statistics
  • New bridges - historical statistics
  • 21940-1949
  • 151950-1959
  • 31970-1979
  • 41990-1999
  • 62000-2009
  • 52010-2018
Average Bridge Daily Traffic in Coldwater, MS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 30.0%Very good
  • 35.0%Good
  • 10.0%Satisfactory
  • 20.0%Fair
  • 5.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Very good
  • 20.0%Good
  • 10.0%Satisfactory
  • 15.0%Fair
  • 5.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Very good
  • 25.0%Good
  • 25.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 38.1%Very good
  • 47.6%Good
  • 14.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 57.1%Good
  • 28.6%Satisfactory
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Structure Number: 11000550692713A,  Location: I 55 OVER SR 306 (Lat: 34.700114,  Lng: -89.965400),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 14,500 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: SR 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.301,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.40m (162.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $147,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $173,000,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692713A,  Location: I 55 OVER SR 306 (Lat: 34.700114,  Lng: -89.965400),  Route carried "under" structure: State highway 306,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2014),  Truck Traffic: 12%,  Features Intersected: SR 306,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550692713B,  Location: I 55 OVER SR 306 (Lat: 34.699681,  Lng: -89.965150),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 14,500 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: SR 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.521,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.80m (209.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $584,000,000,  Roadway Improvement Cost: $58,000,000,  Total Project Cost: $999,999,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11000550692713B,  Location: I 55 OVER SR 306 (Lat: 34.699681,  Lng: -89.965150),  Route carried "under" structure: State highway 306,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 2013),  Truck Traffic: 12%,  Features Intersected: SR 306,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 16.523,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550692729A,  Location: 1.6 MI N SR 306 (Lat: 34.727253,  Lng: -89.963861),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 60.96m (200.00ft),  Average Daily Traffic: 17,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,500 (year 2036),  Design Load: HS 20,  Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 42,  Length of Maximum Span: 36.6m (120.1ft),  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: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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,  Length Of Structure Improvement: 609.60m (2000.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692729B,  Location: 1.6 MI N SR 306 (Lat: 34.721806,  Lng: -89.963897),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 60.96m (200.00ft),  Average Daily Traffic: 17,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,500 (year 2036),  Design Load: HS 20,  Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.978,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 42,  Length of Maximum Span: 36.6m (120.1ft),  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: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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,  Length Of Structure Improvement: 609.60m (2000.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000510692739A,  Location: 2.1 MI N SR 4 (Lat: 34.657483,  Lng: -89.974764),  Route carried "on" structure: US 51,  Year Built: 2013,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 8,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,900 (year 2036),  Design Load: HS 20,  Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.574,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: November 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000510692741A,  Location: 2.3 MI N SR 4 (Lat: 34.659439,  Lng: -89.975275),  Route carried "on" structure: US 51,  Year Built: 2013,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 8,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,900 (year 2036),  Design Load: HS 20,  Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.796,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: November 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000510692742A,  Location: 2.4 MI N SR 4 (Lat: 34.661342,  Lng: -89.975778),  Route carried "on" structure: US 51,  Year Built: 2013,  Status: Open,  Structure Length: 9.65m (31.66ft),  Average Daily Traffic: 8,400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,900 (year 2036),  Design Load: HS 20,  Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.011,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: November 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003060690022,  Location: 1.0 MI E I 55 (Lat: 34.699911,  Lng: -89.948206),  Route carried "on" structure: State highway 306,  Year Built: 1948,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,900 (year 2036),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.994,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 31003060690051,  Location: 4.0 MI E I 55 (Lat: 34.699908,  Lng: -89.895942),  Route carried "on" structure: State highway 306,  Year Built: 1948,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,900 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,100 (year 2036),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 41000550172749,  Location: 1.9 MI N TATE CL (Lat: 34.750789,  Lng: -89.963781),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 520 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 520 (year 2036),  Design Load: HS 15,  Features Intersected: I 55,  Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.652,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  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: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 37.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  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: 41000550172749,  Location: 1.9 MI N TATE CL (Lat: 34.750789,  Lng: -89.963781),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 17%,  Features Intersected: I 55,  Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.652,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000550172749,  Location: 1.9 MI N TATE CL (Lat: 34.750789,  Lng: -89.963781),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 17%,  Features Intersected: I 55,  Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.652,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000550692685,  Location: 2.9 MI N SR 4 (Lat: 34.659631,  Lng: -89.962258),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 410 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 410 (year 2036),  Design Load: HS 15,  Features Intersected: I 55,  Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.414,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  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: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 37.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550692685,  Location: 2.9 MI N SR 4 (Lat: 34.659631,  Lng: -89.962258),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 17%,  Features Intersected: I 55,  Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 3.413,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000550692685,  Location: 2.9 MI N SR 4 (Lat: 34.659631,  Lng: -89.962258),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 17%,  Features Intersected: I 55,  Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.413,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000550692702,  Location: 1.0 MI S SR 306 (Lat: 34.684961,  Lng: -89.966608),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 410 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 410 (year 2036),  Design Load: HS 15,  Features Intersected: I 55,  Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.044,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  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: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550692702,  Location: 1.0 MI S SR 306 (Lat: 34.684958,  Lng: -89.966867),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 17%,  Features Intersected: I 55,  Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000550692702,  Location: 1.0 MI S SR 306 (Lat: 34.684958,  Lng: -89.966867),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 17%,  Features Intersected: I 55,  Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: SA1700000000089,  Location: SEC 7 T 4S R 7W (Lat: 34.753083,  Lng: -89.972417),  Route carried "on" structure: County highway 20,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 600 (year 2036),  Design Load: HS 20,  Features Intersected: NIP & TUCK CREEK,  Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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Structure Number: SA170000000009,  Location: SEC 8 T 4S R 7W (Lat: 34.751861,  Lng: -89.967750),  Route carried "on" structure: County highway 20,  Year Built: 1998,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 600 (year 2036),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: LOVE ROAD
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Good,  Culverts: Very good,  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: 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: November 2017
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Structure Number: SA6900000000001,  Location: SEC 5 T 4S R 5W (Lat: 34.769311,  Lng: -89.754208),  Route carried "on" structure: County highway 130,  Year Built: 2002,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 80 (year 2014),  Average Future Daily Traffic: 120 (year 2034),  Design Load: HS 20,  Features Intersected: PIDGEON ROOST CK BRANCH,  Facility Carried by Structure: PIDGEON ROOST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 3 degrees,  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: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: SA6900000000023,  Location: SEC 15 T 4S R 7W B (Lat: 34.733628,  Lng: -89.926197),  Route carried "on" structure: County highway 887,  Year Built: 2005,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 430 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 645 (year 2034),  Design Load: HS 20,  Features Intersected: BEARTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  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: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000024,  Location: SEC 15 T 4S R 7W (Lat: 34.743322,  Lng: -89.917669),  Route carried "on" structure: County highway 148,  Year Built: 2000,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 60 (year 2014),  Average Future Daily Traffic: 90 (year 2034),  Design Load: HS 20,  Features Intersected: LICK BRANCH,  Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 2.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: SA6900000000025,  Location: SEC 22 T 4S R 7W B (Lat: 34.723186,  Lng: -89.925867),  Route carried "on" structure: County highway 887,  Year Built: 2005,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 430 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 645 (year 2034),  Design Load: HS 20,  Features Intersected: BEARTAIL CREEK,  Facility Carried by Structure: PALESTINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.3 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: 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: November 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000026,  Location: SEC 22 T 4S R 7W B (Lat: 34.728967,  Lng: -89.926056),  Route carried "on" structure: County highway 887,  Year Built: 2005,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 430 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 645 (year 2034),  Design Load: HS 20,  Features Intersected: BEARTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.3 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000027,  Location: SEC_22_T 4S_R 7W B (Lat: 34.714514,  Lng: -89.919597),  Route carried "on" structure: County highway 150,  Year Built: 1996,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 430 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 645 (year 2034),  Design Load: HS 20,  Features Intersected: BEARTAIL CREEK BRANCH,  Facility Carried by Structure: OLD COLDW-SCOTTLAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: SA6900000000028,  Location: SEC 31 T 4S R 7W (Lat: 34.687972,  Lng: -89.974694),  Route carried "on" structure: County highway 13,  Year Built: 1999,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 250 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2038),  Design Load: HS 20,  Features Intersected: ILLINOIS CENTRAL RR,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 84.0m (275.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: SA690000000003,  Location: SEC 34 T 4S R 8W B (Lat: 34.685000,  Lng: -90.022778),  Route carried "on" structure: County highway 907,  Year Built: 1978,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,800 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,200 (year 2034),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.208,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 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,  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: SA6900000000031,  Location: SEC 35 T 4S R 8W B (Lat: 34.687150,  Lng: -90.005933),  Route carried "on" structure: County highway 907,  Year Built: 2003,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 4,800 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,200 (year 2034),  Design Load: HS 20,  Features Intersected: HICKAHALA CREEK BRANCH,  Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.818,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: 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: SA6900000000032,  Location: SEC 36 T 4S R 8W B (Lat: 34.688478,  Lng: -90.002350),  Route carried "on" structure: County highway 907,  Year Built: 1978,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 4,800 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,200 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB TO HICKAHALA CREEK,  Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.301,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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 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: Satisfactory,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 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: 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: Bituminous
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Structure Number: SA6900000000033,  Location: SEC 36 T 4S R 8W B (Lat: 34.690319,  Lng: -89.997369),  Route carried "on" structure: County highway 907,  Year Built: 1978,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,800 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,200 (year 2034),  Design Load: HS 20,  Features Intersected: HICKAHALA CREEK,  Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  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: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA6900000000133,  Location: SEC 36 T 4S R 7W (Lat: 34.692450,  Lng: -89.889533),  Route carried "on" structure: County highway 292,  Year Built: 2010,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 30 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 45 (year 2034),  Design Load: HL 93,  Features Intersected: BRANCH OF LEAKE CREEK,  Facility Carried by Structure: FRANCES LESURE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000136,  Location: SEC 35 T 4S R 7W (Lat: 34.688119,  Lng: -89.898536),  Route carried "on" structure: County highway 157,  Year Built: 2012,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2034),  Design Load: HL 93,  Features Intersected: BEARTAIL CREEK BRANCH,  Facility Carried by Structure: SCOTT ROAD
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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