 |
 |
Bridge Statistics for Leander, Texas (TX) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Leander, TX, Texas, Texas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 20 meters (66ft) Total costs: $15,000 Total average daily traffic: 38,750 Total average daily truck traffic: 2,424 Total future (year 2025) average daily traffic: 84,714 National Bridge Inventory (NBI) Registered Bridges for Leander
Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 142460015105016, Location: 7.6 MI S OF SH 29 (Lat: 30.548339, Lng: -97.841814), Route carried "on" structure: US 183, Year Built: 1927, Year Reconstructed: 1981, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30,000 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 64,910 (year 2025), Design Load: H 15, Features Intersected: HOUGHTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.401, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460210302006, Location: 0.20 MI W OF US 183 (Lat: 30.579975, Lng: -97.857164), Route carried "on" structure: State highway 2243, Year Built: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2026), Design Load: HS 20, Features Intersected: S FK BRUSHY CK, Facility Carried by Structure: W BROADE ST/OLD FM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2005, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460AA0447001, Location: 0.10 MI E OF FM 1660 (Lat: 30.551397, Lng: -97.542639), Route carried "on" structure: County highway 136, Year Built: 1990, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 604 (year 2025), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: Monolithic Concrete Find on map >>
Structure Number: 142460H00175001, Location: 0.40 MI S OF MUNICIPAL DR (Lat: 30.568803, Lng: -97.853300), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 500 (year 2006), Average Future Daily Traffic: 800 (year 2025), Design Load: HS 20, Features Intersected: MASON CREEK, Facility Carried by Structure: S WEST DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460H01050001, Location: 1.70 MI N OF CEDAR PARK (Lat: 30.557553, Lng: -97.859806), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,000 (year 2006), Average Future Daily Traffic: 5,000 (year 2025), Design Load: HS 20, Features Intersected: MASON CREEK, Facility Carried by Structure: S BAGDAD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460H01050002, Location: 2.30 MI N OF CEDAR PARK (Lat: 30.564672, Lng: -97.864406), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2006), Average Future Daily Traffic: 5,000 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: S BAGDAD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, 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: Febuary 2008 Find on map >>
Structure Number: 142460H01050003, Location: 2.90 MI N OF CEDAR PARK (Lat: 30.572594, Lng: -97.870192), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,000 (year 2006), Average Future Daily Traffic: 5,000 (year 2025), Design Load: HS 20, Features Intersected: S FORK BRUSHY CREEK, Facility Carried by Structure: S BAGDAD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.666, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460H01280001, Location: 0.25 MI E OF NAPA VALLEY (Lat: 30.557389, Lng: -97.827658), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 200 (year 2006), Average Future Daily Traffic: 300 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: CHARDONNAY XING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 142460H01280002, Location: 0.40 MI E OF NAPA VALLEY (Lat: 30.558194, Lng: -97.824806), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2006), Average Future Daily Traffic: 300 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: CHARDONNAY XING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, 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: Febuary 2008 Find on map >>
Structure Number: 142460H01440001, Location: 0.01 MI SW OF RIDGEWOOD (Lat: 30.561133, Lng: -97.831008), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2006), Average Future Daily Traffic: 600 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: DOWNRIDGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460H02720001, Location: 0.05 MI SW OF RUTHERFORD (Lat: 30.559856, Lng: -97.828581), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2006), Average Future Daily Traffic: 600 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: VINTAGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 142460H02720002, Location: 0.15 MI SE OF RUTHERFORD (Lat: 30.558147, Lng: -97.829439), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 400 (year 2006), Average Future Daily Traffic: 600 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: VINTAGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Texas forum Back to: Leander, TX, Texas, All US cities.
|
 |
