U.S. Cities - City-Data Homepage  
City-Data Forum
City-Data.com Homepage

Bridge Statistics for Henderson, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Back to: Henderson, TN, Tennessee, Tennessee forum, All US cities.



National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 80 meters (262ft)
Total costs: $3,571,000
Total average daily traffic: 68,680
Total average daily truck traffic: 4,104
National Bridge Inventory (NBI) Registered Bridges for Henderson

New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 11

Reconstructed bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Find on map >>

Structure Number: 12008180001,  Location: IN HENDERSON CITY LIMITS (Lat: 35.430483,  Lng: -88.640133),  Route carried "on" structure: City street 818,  Year Built: 2007,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 3,360 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,376 (year 2028),  Design Load: H 20,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 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: Better than present minimum criteria,  Deck Geometry: 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 120A3410001,  Location: IN HENDERSON CITY LIMITS (Lat: 35.431028,  Lng: -88.640333),  Route carried "on" structure: County highway 818,  Year Built: 1929,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,360 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,584 (year 2028),  Design Load: H 15,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $1,059,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,589,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>

Structure Number: 12SR0050009,  Location: .SR100 / SR5 HENDERSON (Lat: 35.430483,  Lng: -88.644417),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,550 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,080 (year 2028),  Design Load: HS 20,  Features Intersected: SR-100 / SR-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.427,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 12SR005001,  Location: .SR100 / SR5 HENDERSON (Lat: 35.430633,  Lng: -88.644533),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,550 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,080 (year 2028),  Design Load: HS 20,  Features Intersected: LL-SR-100 / SR-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.427,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 12SR0052001,  Location: 0.12 MI.S. JCT. SH.5 (Lat: 35.438111,  Lng: -88.642667),  Route carried "on" structure: State highway 365,  Year Built: 1934,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 9,340 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,088 (year 2028),  Design Load: H 15,  Features Intersected: ICG RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $1,321,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,982,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>

Structure Number: 12SR1000017,  Location: SR100/CHURCH ST HENDERSON (Lat: 35.431533,  Lng: -88.640983),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 4,960 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,168 (year 2028),  Design Load: HS 20,  Features Intersected: RL-SR-100 / CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.765,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 12SR1000018,  Location: SR100/CHURCH ST HENDERSON (Lat: 35.431633,  Lng: -88.641133),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 4,960 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,168 (year 2028),  Design Load: HS 20,  Features Intersected: LL-SR-100 / CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.765,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 12SR1000019,  Location: SR100/ W.TN,RR HENDERSON (Lat: 35.432383,  Lng: -88.638483),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 4,960 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,168 (year 2028),  Design Load: HS 20,  Features Intersected: RL-SR-100 / W.TN, RR,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 12SR100002,  Location: SR100/ W.TN,RR HENDERSON (Lat: 35.432533,  Lng: -88.638583),  Route carried "on" structure: State highway 100,  Year Built: 2006,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 4,960 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,168 (year 2028),  Design Load: HS 20,  Features Intersected: LL-SR-100 / W.TN, RR,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>

Structure Number: 12SR0050009,  Location: SR100 / SR5 HENDERSON (Lat: 35.430483,  Lng: -88.644417),  Route carried "under" structure: State highway 5,  Year Built: 2006,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 10,480 (year 2007),  Truck Traffic: 2%,  Features Intersected: RL-SR100 / SR-5,  Facility Carried by Structure: FAP 100
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.757,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>

Structure Number: 12SR005001,  Location: SR100 / SR5 HENDERSON (Lat: 35.430633,  Lng: -88.644533),  Route carried "under" structure: State highway 5,  Year Built: 2006,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 10,480 (year 2007),  Truck Traffic: 2%,  Features Intersected: LL-SR100 / SR-5,  Facility Carried by Structure: FAP 100
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 7.789,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>

Structure Number: 12SR1000017,  Location: SR100/CHURCH ST HENDERSON (Lat: 35.431533,  Lng: -88.640983),  Route carried "under" structure: State highway 818,  Year Built: 2006,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 3,360 (year 2007),  Truck Traffic: 2%,  Features Intersected: RL-SR100 / CHURCH ST,  Facility Carried by Structure: FAP 100
Minimum Vertical Clearance: 6.36m (20.87ft),  Kilometerpoint: 0.772,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

Find on map >>

Structure Number: 12SR1000018,  Location: SR100/CHURCH ST HENDERSON (Lat: 35.431633,  Lng: -88.641133),  Route carried "under" structure: State highway 818,  Year Built: 2006,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 3,360 (year 2007),  Truck Traffic: 2%,  Features Intersected: LL-SR100 / CHURCH ST,  Facility Carried by Structure: FAP 100
Minimum Vertical Clearance: 6.72m (22.05ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

Discuss this city on our hugely popular Tennessee forum

Back to: Henderson, TN, Tennessee, All US cities.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2009 Advameg, Inc.