Bridge Statistics for Olive Branch, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 21000780170026A,  Location: US 78 OVER SR 302 (Lat: 34.962369,  Lng: -89.852706),  Route carried "on" structure: US 78,  Year Built: 1967,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 16,500 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,750 (year 2025),  Design Load: HS 20,  Features Intersected: SR 302
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.257,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 21000780170026B,  Location: US 78 OVER SR 302 (Lat: 34.962369,  Lng: -89.852706),  Route carried "on" structure: US 78,  Year Built: 1967,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 16,500 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,750 (year 2025),  Design Load: HS 20,  Features Intersected: SR 302
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.257,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 21000780170043A,  Location: US 78 OVER SR 305 (Lat: 34.945631,  Lng: -89.830706),  Route carried "on" structure: US 78,  Year Built: 1967,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 25%,  Average Future Daily Traffic: 22,500 (year 2025),  Design Load: HS 20,  Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.025,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31001780170001,  Location: 0.1 MI S TENN STATE LINE (Lat: 34.993322,  Lng: -89.869783),  Route carried "on" structure: State highway 178,  Year Built: 1938,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,300 (year 2024),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $318,000 ( Estimate for 2000)

Find on map >>

Structure Number: 31001780170028,  Location: 2.8 MI S TENN STATE LINE (Lat: 34.979494,  Lng: -89.853044),  Route carried "on" structure: State highway 178,  Year Built: 1936,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,300 (year 2024),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.335,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006

Find on map >>

Structure Number: 31001780170029,  Location: 2.9 MI S TENN STATE LINE (Lat: 34.978056,  Lng: -89.850278),  Route carried "on" structure: State highway 178,  Year Built: 2000,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 5,200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,800 (year 2022),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.640,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: April 2004

Find on map >>

Structure Number: 31003020170172A,  Location: 0.2 MI E US 78 (Lat: 34.962222,  Lng: -89.849444),  Route carried "on" structure: State highway 302,  Year Built: 2001,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,500 (year 2025),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31003020170172B,  Location: 0.2 MI E US 78 (Lat: 34.962222,  Lng: -89.849444),  Route carried "on" structure: State highway 302,  Year Built: 2001,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,500 (year 2025),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "on" structure: State highway 302,  Year Built: 2001,  Status: Open,  Structure Length: 56.60m (185.70ft),  Average Daily Traffic: 13,500 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,250 (year 2025),  Design Load: HS 20,  Features Intersected: SR178 SR305 BNRR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.175,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "on" structure: State highway 302,  Year Built: 2001,  Status: Open,  Structure Length: 54.00m (177.17ft),  Average Daily Traffic: 13,500 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,500 (year 2025),  Design Load: HS 20,  Features Intersected: SR 178 BNRR RAMP D SR305
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.185,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31003050170217,  Location: 0.7 MI S US 78 (Lat: 34.936058,  Lng: -89.830328),  Route carried "on" structure: State highway 305,  Year Built: 2007,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 11,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,500 (year 2025),  Design Load: HS 20,  Features Intersected: LICK CREEK
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 19.300,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31003050170238,  Location: 1.4 MI N US 78 (Lat: 34.965278,  Lng: -89.830000),  Route carried "on" structure: State highway 305,  Year Built: 2001,  Status: Open,  Structure Length: 26.00m (85.30ft),  Average Daily Traffic: 23,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,500 (year 2025),  Design Load: HS 20,  Features Intersected: SR 178 AND BNRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.567,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 31003050170239,  Location: 1.5 MI N US 78 (Lat: 34.966389,  Lng: -89.830000),  Route carried "on" structure: State highway 305,  Year Built: 2001,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 13,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,500 (year 2025),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.691,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2007

Find on map >>

Structure Number: 31003050170241,  Location: 1.7 MI N US 78 (Lat: 34.968889,  Lng: -89.830000),  Route carried "on" structure: State highway 305,  Year Built: 2001,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 23,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,000 (year 2025),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.963,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2007

Find on map >>

Structure Number: 37003020170181,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "on" structure: Ramp State highway 302,  Year Built: 2001,  Status: Open,  Structure Length: 14.00m (45.93ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2025),  Design Load: HS 20,  Features Intersected: BNRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.722,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 37003020170184,  Location: 1.4 MI E US 78 (Lat: 34.968611,  Lng: -89.830000),  Route carried "on" structure: State highway 305,  Year Built: 2001,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 6,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2025),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.900,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2007

Find on map >>

Structure Number: 37003050170238,  Location: 1.4 MI N US 78 (Lat: 34.966111,  Lng: -89.830000),  Route carried "on" structure: Ramp State highway 305,  Year Built: 2001,  Status: Open,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2025),  Design Load: HS 20,  Features Intersected: BNRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.678,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 3700305017024,  Location: 1.6 MI N US 78 (Lat: 34.961944,  Lng: -89.763611),  Route carried "on" structure: Ramp State highway 305,  Year Built: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2025),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: RAMP A RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2007

Find on map >>

Structure Number: SA1700000000096,  Location: SEC 32 T 1S R 6W (Lat: 34.958333,  Lng: -89.855556),  Route carried "on" structure: City street 1932,  Year Built: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 600 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 900 (year 2026),  Design Load: HS 20,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: CRUMPLER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.305,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

Find on map >>

Structure Number: SA1700000000097,  Location: SEC 4 T 2S R 6W B (Lat: 34.933333,  Lng: -89.841667),  Route carried "on" structure: City street 1,  Year Built: 2003,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,500 (year 2024),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.463,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

Find on map >>

Structure Number: SA1700000000098,  Location: SEC 6 T 2S R 6W B (Lat: 34.933333,  Lng: -89.869167),  Route carried "on" structure: City street 1,  Year Built: 2003,  Status: Open,  Structure Length: 12.20m (40.03ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,500 (year 2024),  Design Load: HS 20,  Features Intersected: CAMP CREEK & LICK CREEK,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.969,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 21000780170026A,  Location: US 78 OVER SR 302 (Lat: 34.962369,  Lng: -89.852706),  Route carried "under" structure: State highway 302,  Year Built: 1967,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 302,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 26.579,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 21000780170026A,  Location: US 78 OVER SR 302 (Lat: 34.962369,  Lng: -89.852706),  Route carried "under" structure: State highway 302,  Year Built: 1967,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 302,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 26.579,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 21000780170026B,  Location: US 78 OVER SR 302 (Lat: 34.962369,  Lng: -89.852706),  Route carried "under" structure: State highway 302,  Year Built: 1967,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 302,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 26.579,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 21000780170026B,  Location: US 78 OVER SR 302 (Lat: 34.962369,  Lng: -89.852706),  Route carried "under" structure: State highway 302,  Year Built: 1967,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 302,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 26.579,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 21000780170043A,  Location: US 78 OVER SR 305 (Lat: 34.945631,  Lng: -89.830706),  Route carried "under" structure: State highway 305,  Year Built: 1967,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 305,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 20.336,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>

Structure Number: 21000780170043A,  Location: US 78 OVER SR 305 (Lat: 34.945631,  Lng: -89.830706),  Route carried "under" structure: State highway 305,  Year Built: 1967,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 305,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 20.336,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>

Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 56.60m (185.70ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR178 SR305 BNRR RAMP,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: State highway 178,  Year Built: 2001,  Structure Length: 56.60m (185.70ft),  Average Daily Traffic: 7,700 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR178 SR305 BNRR RAMP,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 8.24m (27.03ft),  Kilometerpoint: 4.719,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: Ramp State highway 302,  Year Built: 2001,  Structure Length: 56.60m (185.70ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR178 SR305 BNRR RAMP
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 28.697,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181A,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: State highway 305,  Year Built: 2001,  Structure Length: 56.60m (185.70ft),  Average Daily Traffic: 23,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR178 SR305 BNRR RAMP,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 2.286,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 54.00m (177.17ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178 BNRR RAMP D SR305,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: State highway 178,  Year Built: 2001,  Structure Length: 54.00m (177.17ft),  Average Daily Traffic: 7,700 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178 BNRR RAMP D SR305,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 4.719,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: State highway 302,  Year Built: 2001,  Structure Length: 54.00m (177.17ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178 BNRR RAMP D SR305
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 28.697,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003020170181B,  Location: 1.1 MI E US 78 (Lat: 34.966389,  Lng: -89.831389),  Route carried "under" structure: State highway 305,  Year Built: 2001,  Structure Length: 54.00m (177.17ft),  Average Daily Traffic: 23,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178 BNRR RAMP D SR305,  Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 2.286,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

Find on map >>

Structure Number: 31003050170238,  Location: 1.4 MI N US 78 (Lat: 34.965278,  Lng: -89.830000),  Route carried "under" structure: Ramp State highway 305,  Year Built: 2001,  Structure Length: 26.00m (85.30ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178 AND BNRR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 22.567,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

Find on map >>

Structure Number: 31003050170238,  Location: 1.4 MI N US 78 (Lat: 34.965278,  Lng: -89.830000),  Route carried "under" structure: State highway 178,  Year Built: 2001,  Structure Length: 26.00m (85.30ft),  Average Daily Traffic: 7,700 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178 AND BNRR,  Facility Carried by Structure: SR 305
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 4.971,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)