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Bridge Statistics for Fort Hood, Texas (TX) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fort Hood, TX, Texas, Texas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 101 meters (331ft) Total costs: $993,224,000 Total average daily traffic: 4,452 Total average daily truck traffic: 1,242 Total future (year 2024) average daily traffic: 6,302 National Bridge Inventory (NBI) Registered Bridges for Fort Hood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: DAPFORHOO000001, Location: WEST RANGE ROAD (Lat: 31.215000, Lng: -97.794167), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 500 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 600 (year 2024), Design Load: HS 20+Mod, Features Intersected: COWHOUSE CREEK, Facility Carried by Structure: CIVIL & MIL. TRAFF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000002, Location: FORT HOOD, TEXAS (Lat: 31.185833, Lng: -97.809722), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 5.98m (19.62ft), Average Daily Traffic: 150 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 600 (year 2024), Features Intersected: HOUSE CK, Facility Carried by Structure: WEST RANGETNK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.98m (19.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000003, Location: FORT HOOD, TEXAS (Lat: 31.248611, Lng: -97.838056), Route carried "on" structure: Other road , Year Built: 1940, Year Reconstructed: 1979, Status: Closed, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2024), Design Load: HS 20, Features Intersected: GEORGETOWN RD O/COWHOUSE, Facility Carried by Structure: CIVIL & MIL TRAFF Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.5m (11.5ft) Condition: Deck: Critical, Superstructure: Fair, Substructure: Poor, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $896,600,000, Roadway Improvement Cost: $96,600,000, Total Project Cost: $993,200,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPFORHOO000004, Location: FORT HOOD, TEXAS (Lat: 31.230000, Lng: -97.848056), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 800 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 600 (year 2024), Features Intersected: COTONWOD CREEK, Facility Carried by Structure: GEORGETOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.22m (10.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway 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: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000005, Location: FORT HOOD, TEXAS (Lat: 31.244444, Lng: -97.624167), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 40%, Average Future Daily Traffic: 150 (year 2024), Design Load: HS 20, Features Intersected: OWL CRK, Facility Carried by Structure: EAST RANGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: DAPFORHOO000006, Location: FORT HOOD, TEXAS (Lat: 31.033056, Lng: -97.801667), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 150 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2024), Design Load: HS 15, Features Intersected: REESE CREEK, Facility Carried by Structure: MAXDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000007, Location: FORT HOOD, TEXAS (Lat: 31.203889, Lng: -97.638333), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 49.07m (160.99ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 40%, Average Future Daily Traffic: 500 (year 2024), Design Load: HS 20, Features Intersected: COWHOUSE CREEK, Facility Carried by Structure: EAST RANGE ROAD Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.07m (160.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: DAPFORHOO000008, Location: N OF 190, FORT HOOD, TEX. (Lat: 31.129444, Lng: -97.837222), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 300 (year 2003), Truck Traffic: 40%, Average Future Daily Traffic: 600 (year 2024), Features Intersected: BNSF RR, Facility Carried by Structure: CLARK RD. N.OF 190 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000009, Location: FORT HOOD, TEXAS (Lat: 31.241667, Lng: -97.584722), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2 (year 2007), Average Future Daily Traffic: 2 (year 2024), Design Load: HS 20+Mod, Features Intersected: OWL CREEK, Facility Carried by Structure: COLD SPRINGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.83m (2.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway 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: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000012, Location: FORT HOOD, TEXAS (Lat: 31.129444, Lng: -97.837778), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 300 (year 2002), Truck Traffic: 40%, Average Future Daily Traffic: 600 (year 2024), Features Intersected: BNSF RR AT RAILHEAD, Facility Carried by Structure: DOL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 30.7m (100.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 64.3 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000013, Location: N OF 190, FT. HOOD, TX (Lat: 31.129444, Lng: -97.837222), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 300 (year 2002), Truck Traffic: 40%, Average Future Daily Traffic: 600 (year 2024), Features Intersected: BNSF RR TO RAILHEAD, Facility Carried by Structure: CLARKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO000015, Location: S OF FT HOOD MAIN GATE (Lat: 31.129444, Lng: -97.836944), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,200 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 1,500 (year 2024), Features Intersected: HOOD RD INTO FT. HOOD, Facility Carried by Structure: MIL & CIVIL VEHICL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: Army, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORHOO00005A, Location: FORT HOOD, TEXAS (Lat: 31.244722, Lng: -97.625278), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 15%, Average Future Daily Traffic: 300 (year 2024), Features Intersected: OWL CREEK, Facility Carried by Structure: EAST RANGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Texas forum Back to: Fort Hood, TX, Texas, All US cities.
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