 |
 |
Bridge Statistics for Millington, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Millington, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 91 meters (299ft) Total costs: $5,171,000 Total average daily traffic: 192,730 Total average daily truck traffic: 11,420 National Bridge Inventory (NBI) Registered Bridges for Millington
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1TN0311, Location: 1/3 MI FM CORSAIR & SINGL (Lat: 35.341333, Lng: -89.855111), Route carried "on" structure: Federal lands road , Year Built: 1950, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2024), Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: ATTU RD EXTENSION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $46,000, Total Project Cost: $59,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1TN0312, Location: AT INTERSECTION WITH SING (Lat: 35.355806, Lng: -89.867611), Route carried "on" structure: Federal lands road , Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2024), Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: HUTCHINS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1TN0313, Location: AT INTERSECTION W/SINGLET (Lat: 35.331667, Lng: -89.868114), Route carried "on" structure: Federal lands road , Year Built: 1950, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2024), Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: SAVITZ DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,000, Total Project Cost: $2,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1TN0314, Location: AT INTERSECTION W/SINGLET (Lat: 35.322000, Lng: -89.868194), Route carried "on" structure: Federal lands road , Year Built: 1950, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2024), Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: D STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79002090001, Location: SHELBY RD - MILLINGTON (Lat: 35.346139, Lng: -89.911861), Route carried "on" structure: City street 813, Year Built: 1950, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 5,930 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,488 (year 2028), Design Load: HS 20, Features Intersected: ROYSTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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 minimum criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $38,000, Total Project Cost: $565,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79008030003, Location: RALEIGH-MILLINGTON RD-MIL (Lat: 35.332806, Lng: -89.898167), Route carried "on" structure: City street 803, Year Built: 1955, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 18,750 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2028), Design Load: H 15, Features Intersected: BIG CREEK CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.726, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79008030004, Location: RALEIGH-MILLINGTON RD-MIL (Lat: 35.332806, Lng: -89.898389), Route carried "on" structure: City street 803, Year Built: 1976, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 18,750 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.726, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $458,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 790A0500001, Location: WEST UNION RD - MILLINGTO (Lat: 35.364944, Lng: -89.912389), Route carried "on" structure: City street 5420, Year Built: 1988, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,770 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 4,432 (year 2028), Design Load: HS 20, Features Intersected: ROYSTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 790A0680001, Location: CUBA-MILLINGTON RD-MILLIN (Lat: 35.351583, Lng: -89.912139), Route carried "on" structure: City street 199, Year Built: 1939, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,050 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,680 (year 2028), Design Load: H 15, Features Intersected: ROYSTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $59,000, Total Project Cost: $877,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 790A0860001, Location: WALKER RD - MILLINGTON (Lat: 35.389500, Lng: -89.889583), Route carried "on" structure: City street 142, Year Built: 1970, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 180 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2028), Design Load: H 15, Features Intersected: NORTH FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum 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: December 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 790A0860003, Location: WALKER RD - MILLINGTON (Lat: 35.388083, Lng: -89.881139), Route carried "on" structure: City street 142, Year Built: 1969, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 180 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2028), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum 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: December 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 790A0890001, Location: SHIPP RD - MILLINGTON (Lat: 35.365444, Lng: -89.886417), Route carried "on" structure: City street 198, Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Channel: Fair, Culverts: 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: 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 minimum 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 Find on map >>
Structure Number: 790A8760001, Location: CASPER CR PARK-MILLINGTON (Lat: 35.368861, Lng: -89.835333), Route carried "on" structure: City street CP1, Year Built: 1968, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 130 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2028), Design Load: H 10, Features Intersected: BRANCH (EOP&CL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 790B9880001, Location: BILOXI RD - MILLINGTON (Lat: 35.337194, Lng: -89.917278), Route carried "on" structure: City street 5005, Year Built: 1973, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,690 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,304 (year 2028), Design Load: HS 20, Features Intersected: ROYSTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79S80710003, Location: 1.18 MI E OF SR-3 JCT (Lat: 35.341444, Lng: -89.889111), Route carried "on" structure: State highway 205, Year Built: 2001, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 13,740 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 21,984 (year 2028), Design Load: HS 20, Features Intersected: NORTH FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.082, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.1 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: Better than 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: September 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: 79SR0030043, Location: .2 M N OF SR385 (Lat: 35.334306, Lng: -89.917472), Route carried "on" structure: US 51, Year Built: 1974, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 26,910 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 43,056 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK (RT LN), Facility Carried by Structure: FAP 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79SR0030044, Location: .2 M N OF SR385 (Lat: 35.334417, Lng: -89.917722), Route carried "on" structure: US 51, Year Built: 1960, Year Reconstructed: 1974, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 26,910 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 43,056 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK (LT LN), Facility Carried by Structure: FAP 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79SR2040013, Location: SINGLETON AVE-SHELBY CO. (Lat: 35.323000, Lng: -89.870222), Route carried "on" structure: City street 900, Year Built: 1983, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 6,720 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 10,752 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.0 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, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,947,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,921,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 79SR3850003, Location: 1.23 MI. E OF SR-3 JCT. (Lat: 35.330500, Lng: -89.898583), Route carried "on" structure: State highway 385, Year Built: 1980, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 11,390 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 18,224 (year 2028), Design Load: HS 20, Features Intersected: SR 385-RL/RALEIGH MILLIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.564, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79SR3850004, Location: 1.23 MI. E OF SR-3 JCT. (Lat: 35.330222, Lng: -89.898778), Route carried "on" structure: State highway 385, Year Built: 1980, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 11,390 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 18,224 (year 2028), Design Load: HS 20, Features Intersected: SR 385-LL/RALEIGH-MILLIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.564, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 79SR2050057, Location: 2.21 MI. E OF SR-3 JCT. (Lat: 35.339833, Lng: -89.870944), Route carried "under" structure: State highway 205, Year Built: 1980, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 13,740 (year 2007), Truck Traffic: 2%, Features Intersected: PED WALKWAY / SR 205, Facility Carried by Structure: PED WALKWAY Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 34.408, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 79SR3850003, Location: 1.23 MI. E OF SR-3 JCT. (Lat: 35.330500, Lng: -89.898583), Route carried "under" structure: City street 803, Year Built: 1980, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 12,300 (year 2007), Truck Traffic: 5%, Features Intersected: SR 385-RL/RALEIGH-MILLIN, Facility Carried by Structure: FAU 385 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 79SR3850004, Location: 1.23 MI. E OF SR-3 JCT. (Lat: 35.330222, Lng: -89.898778), Route carried "under" structure: City street 803, Year Built: 1980, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 18,750 (year 2007), Truck Traffic: 5%, Features Intersected: SR 385-LL/RALEIGH-MILLIN, Facility Carried by Structure: FAU 385 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 14.436, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Discuss this city on our hugely popular Tennessee forum Back to: Millington, TN, Tennessee, All US cities.
|
 |
