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Bridge Statistics for Fort Bragg, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fort Bragg, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 63 meters (207ft) Total costs: $2,590,000 Total average daily traffic: 111,090 Total average daily truck traffic: 12,540 Total future (year 2029) average daily traffic: 256,300 National Bridge Inventory (NBI) Registered Bridges for Fort Bragg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 510002, Location: PU 833 899 (Lat: 35.135333, Lng: -78.988417), Route carried "on" structure: State highway 1007, Year Built: 1976, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 14,260 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: HONEYCUTT ROAD, Facility Carried by Structure: ALL AMERICAN EXP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: Army, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $5,000, Total Project Cost: $13,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 510003, Location: PU 828 899 (Lat: 35.135556, Lng: -78.992778), Route carried "on" structure: State highway 1007, Year Built: 1976, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 14,260 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 36,500 (year 2029), Design Load: Pedestrian, Features Intersected: REILLY ROAD, Facility Carried by Structure: ALL AMERICAN EXP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Army, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $7,000, Total Project Cost: $10,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 510231, Location: PU 840 888 (Lat: 35.125833, Lng: -78.980556), Route carried "on" structure: Other road , Year Built: 1976, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 4,500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 6,200 (year 2029), Design Load: HS 20+Mod, Features Intersected: ALL AMERICAN EXPRESSWAY, Facility Carried by Structure: GRUBER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: Army, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), 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: 23.3m (76.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $15,000, Total Project Cost: $39,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 510232, Location: 2.6 MI N JCT SR1437 (Lat: 35.132828, Lng: -78.983819), Route carried "on" structure: State highway 1007, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 74,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: ALL AMERICAN EXP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Army, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: 510233, Location: PU 831 899 (Lat: 35.135444, Lng: -78.988250), Route carried "on" structure: State highway 1007, Year Built: 1976, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 14,260 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: HONEYCUTT ROAD, Facility Carried by Structure: ALL AMERICAN EXP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: Army, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $8,000, Total Project Cost: $15,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 510234, Location: PU 828 899 (Lat: 35.135833, Lng: -78.993333), Route carried "on" structure: State highway 1007, Year Built: 1976, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 14,260 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 36,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: REILLY ROAD, Facility Carried by Structure: ALL AMAERICAN EXP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Army, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $13,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: DAPFORBRA03BR01, Location: PU 811 923 (Lat: 35.490833, Lng: -79.011389), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 1,000 (year 2029), Features Intersected: TANK CREEK, Facility Carried by Structure: BUTNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Army, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: High priority of corrective action, 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: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $4,000, Total Project Cost: $5,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPFORBRA0O9702, Location: PU 743 994 (Lat: 35.177444, Lng: -79.086000), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 100 (year 2029), Features Intersected: LITTLE RIVER, Facility Carried by Structure: JOHN NEILL/SHAW RO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $16,000, Total Project Cost: $18,000 ( Estimate for 2007), Deck Structure Type: Steel plate Find on map >>
Structure Number: DAPFORBRA0OBR01, Location: PU 784 843 (Lat: 35.085694, Lng: -79.042417), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: BONES CREEK, Facility Carried by Structure: CHICKEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR02, Location: PU 741 808 (Lat: 35.054722, Lng: -79.091111), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: LITTLE ROCKFISH CREEK, Facility Carried by Structure: PLANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $8,000, Total Project Cost: $9,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR03, Location: PU 706 802 (Lat: 35.049722, Lng: -79.129444), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: PUPPY CREEK, Facility Carried by Structure: PLANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $11,000, Total Project Cost: $13,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR04, Location: PU 594 808 (Lat: 35.058333, Lng: -79.252222), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: JUNIPER CREEK, Facility Carried by Structure: PLANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $9,000, Total Project Cost: $40,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR05, Location: PU 560 809 (Lat: 35.059111, Lng: -79.278694), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: ROCKFISH CREEK, Facility Carried by Structure: PLANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $13,000, Total Project Cost: $14,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR07, Location: PU 632 836 (Lat: 35.081889, Lng: -79.210139), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: NICHOLSON CREEK, Facility Carried by Structure: CHICKEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft) Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $17,000, Total Project Cost: $60,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR08, Location: PU 585 951 (Lat: 35.185833, Lng: -79.260278), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: SPILLWAY MACARTHUR LAKE, Facility Carried by Structure: MANCHESTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $13,000, Total Project Cost: $16,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR09, Location: PU 638 951 (Lat: 35.185556, Lng: -79.200833), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: HORSE CREEK, Facility Carried by Structure: MANCHESTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Very good, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $10,000, Total Project Cost: $11,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRA0OBR1, Location: PU 659 948 (Lat: 35.182778, Lng: -79.177500), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,000 (year 2007), Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: FLAT CREEK, Facility Carried by Structure: MANCHESTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.3m (17.4ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.78m (2.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $11,000, Total Project Cost: $13,000 ( Estimate for 2007) Find on map >>
Structure Number: DAPFORBRAO902, Location: PU 653 959 (Lat: 35.192444, Lng: -79.184167), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 2,000 (year 2029), Features Intersected: JAMES RIVER, Facility Carried by Structure: MORRISON BRIDGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPFORBRAO9601, Location: PU 873 881 (Lat: 35.118778, Lng: -78.944667), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 100 (year 2029), Features Intersected: BONNIE DOONE CREEK, Facility Carried by Structure: BONNIE DOONE BRIDG Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 4.5 metric tons, Inventory Rating: 4.5 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $11,000, Total Project Cost: $17,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: DAPFORMAC0T8511, Location: PU 383 778 (Lat: 35.033806, Lng: -79.483028), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2029), Features Intersected: STREAM TO MOSS GILL LAKE, Facility Carried by Structure: MSR TO AIRFIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: DAPFORMAC0T8512, Location: MAIN ROAD TO US 1 OVER RR (Lat: 35.051306, Lng: -79.487222), Route carried "on" structure: Other road , Year Built: 1977, Status: Closed, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 50 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2029), Features Intersected: RAILROAD (CSXT), Facility Carried by Structure: MSR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: DAPFORMAC0T8513, Location: PU 405 789 (Lat: 35.043167, Lng: -79.459194), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 600 (year 2029), Design Load: HS 20+Mod, Features Intersected: DROWNING CREEK, Facility Carried by Structure: MAIN ENTRANCE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $11,000, Total Project Cost: $22,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPFORMAC0T8514, Location: PU 405 789 (Lat: 35.043694, Lng: -79.458806), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 600 (year 2029), Design Load: HS 20, Features Intersected: DROWNING CREEK, Facility Carried by Structure: MAIN ENTRANCE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.42m (7.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $11,000, Total Project Cost: $25,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPFORMAC0T8516, Location: PU 388 774 (Lat: 35.028889, Lng: -79.478333), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 100 (year 2029), Design Load: H 20, Features Intersected: BIG MUDDY CREEK, Facility Carried by Structure: 17TH ABN DIV ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.0 metric tons, Inventory Rating: 25.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $11,000, Total Project Cost: $21,000 ( Estimate for 2007), Deck Structure Type: Other Find on map >>
Structure Number: DAPFORMAC0T8517, Location: PU 400 773 (Lat: 35.028056, Lng: -79.465000), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2029), Features Intersected: LITTLE MUDDY LAKE, Facility Carried by Structure: MSR TO DROP ZONE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: DAPFORMAC0T8518, Location: PU 353 762 (Lat: 35.018806, Lng: -79.517028), Route carried "on" structure: Other road , Year Built: 1970, Status: Closed, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 100 (year 2029), Features Intersected: BIG MUDDY CREEK, Facility Carried by Structure: TUCKERS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $120,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: DAPFORMAC0T8519, Location: PU 356 765 (Lat: 35.021111, Lng: -79.512556), Route carried "on" structure: Other road , Year Built: 1970, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 100 (year 2029), Features Intersected: BIG MUDDY CREEK, Facility Carried by Structure: UNNAMED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.8m (9.2ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.9m (12.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 3.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.11m (3.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $25,000, Total Project Cost: $150,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: DAPFORMAC0T852, Location: PU 392 774 (Lat: 35.029722, Lng: -79.474639), Route carried "on" structure: Other road , Year Built: 1970, Status: Posted for load, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2029), Features Intersected: BIG MUDDY CREEK, Facility Carried by Structure: UNNAMED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Discuss this city on our hugely popular North Carolina forum Back to: Fort Bragg, NC, North Carolina, All US cities.
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