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Bridge Statistics for Frederick, Maryland (MD) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Frederick, MD, Maryland, Maryland forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 82
Total length: 270 meters (886ft) Total costs: $4,767,000 Total average daily traffic: 1,427,799 Total average daily truck traffic: 100,380 National Bridge Inventory (NBI) Registered Bridges for Frederick
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Structure Number: 10000010009801, Location: 0.53 MI S OF MD 26, Route carried "on" structure: City street 1020, Year Built: 1958, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 6,051 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 33,200 (year 2025), Design Load: HS 20, Features Intersected: US 15, Facility Carried by Structure: MOTTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 11, Bridge Improvement Cost: $1,665,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,832,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 100000100099011, Location: 1.28 MILES NORTH OF US 40 (Lat: 39.428333, Lng: -77.420000), Route carried "on" structure: US 15, Year Built: 1958, Year Reconstructed: 1992, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 83,230 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 133,130 (year 2029), Design Load: HS 20, Features Intersected: WEST SEVENTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $34,000, Total Project Cost: $380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 100000100099012, Location: 1.28 MILES NORTH OF US 40 (Lat: 39.428333, Lng: -77.420000), Route carried "on" structure: US 15, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 83,230 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 133,130 (year 2029), Design Load: HS 20, Features Intersected: WEST SEVENTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 100000100100011, Location: 0.77 MILE NORTH OF US 40 (Lat: 39.425000, Lng: -77.426667), Route carried "on" structure: US 15, Year Built: 1958, Year Reconstructed: 1992, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 93,930 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 133,130 (year 2029), Design Load: HS 20, Features Intersected: ROSEMONT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.561, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 100000100100012, Location: 0.77 MILE NORTH OF US 40 (Lat: 39.425000, Lng: -77.426667), Route carried "on" structure: US 15, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 93,930 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 133,130 (year 2029), Design Load: HS 20, Features Intersected: ROSEMONT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.561, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10000010010401, Location: 0.51 MI W OF MD 355 (Lat: 39.700000, Lng: -77.813333), Route carried "on" structure: County highway 324, Year Built: 2002, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 15,170 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 27,150 (year 2029), Design Load: HS 25, Features Intersected: IS 70, Facility Carried by Structure: NEW DESIGN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.766, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 64.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 100000100106013, Location: 0.53 MI W OF MD 144 FA (Lat: 39.403333, Lng: -77.393333), Route carried "on" structure: Interstate 70, Year Built: 1957, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 68,623 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 100,163 (year 2029), Design Load: HS 20, Features Intersected: CSX TRANS & E SOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.323, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 10, Bridge Improvement Cost: $736,000, Roadway Improvement Cost: $74,000, Total Project Cost: $810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 100000100106014, Location: 0.53 MI W OF MD 144 FA (Lat: 39.403333, Lng: -77.393333), Route carried "on" structure: Interstate 70, Year Built: 1957, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 68,623 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 100,163 (year 2029), Design Load: HS 20, Features Intersected: CSX TRANS & E SOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.323, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 10, Bridge Improvement Cost: $736,000, Roadway Improvement Cost: $74,000, Total Project Cost: $810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 10000010012301, Location: 0.32 M S OF BR NO 1013700 (Lat: 39.395000, Lng: -77.420000), Route carried "on" structure: Ramp Interstate 270, Year Built: 2002, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 14,067 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 15,192 (year 2026), Design Load: HS 25, Features Intersected: NEW DESIGN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.575, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 100000100128013, Location: 0.02 MILE EAST OF US 15 (Lat: 39.398333, Lng: -77.438333), Route carried "on" structure: Interstate 70, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 94,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,623 (year 2022), Design Load: HS 20, Features Intersected: MD 180 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 10000010013801, Location: 0.5 MILE EAST OF MD 180 (Lat: 39.400000, Lng: -77.428333), Route carried "on" structure: Interstate 70, Year Built: 2002, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 94,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,418 (year 2026), Design Load: HS 25, Features Intersected: US 40 EBR(RAMP 5) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.266, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 10000010014001, Location: 0.2 MILE EAST OF US 15 (Lat: 39.400000, Lng: -77.436667), Route carried "on" structure: Ramp Interstate 70, Year Built: 1968, Year Reconstructed: 1996, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 12,984 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 14,971 (year 2026), Design Load: HS 20, Features Intersected: MD 180 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 100000100141013, Location: 0.37 MILE EAST OF MD 180 (Lat: 39.400000, Lng: -77.441667), Route carried "on" structure: Interstate 70, Year Built: 1968, Year Reconstructed: 1996, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 94,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,418 (year 2026), Design Load: HS 20, Features Intersected: US 15 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.140, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 100000100142013, Location: 0.28 MILE EAST OF MD 180 (Lat: 39.400000, Lng: -77.441667), Route carried "on" structure: Interstate 70, Year Built: 1968, Year Reconstructed: 1996, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 74,920 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 39,727 (year 2026), Design Load: HS 20+Mod, Features Intersected: IS 70 RAMP 'A' Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.995, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 10000010014301, Location: 0.37 MILE EAST OF MD 180 (Lat: 39.400000, Lng: -77.440000), Route carried "on" structure: Ramp Interstate 70, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 12,984 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 14,023 (year 2026), Design Load: HS 20, Features Intersected: US 15/US 340 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.140, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 10000010019001, Location: I-70/MD 351 INTERCHANGE (Lat: 39.386667, Lng: -77.436667), Route carried "on" structure: Ramp Interstate 70, Year Built: 1996, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 12,602 (year 2006), Average Future Daily Traffic: 14,530 (year 2026), Design Load: HS 25, Features Intersected: MD 180 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 86.6m (284.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 10000010019301, Location: 0.46 MILE NORTH OF IS 70 (Lat: 39.430000, Lng: -77.416667), Route carried "on" structure: Ramp Interstate 70, Year Built: 2002, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 3,723 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 4,021 (year 2026), Design Load: HS 25, Features Intersected: US 40 RAMP '5' Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.623, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 10000010019501, Location: AT IS 70, Route carried "on" structure: State highway 85, Year Built: 2009, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 15,099 (year 2010), Average Future Daily Traffic: 23,343 (year 2032), Design Load: HS 25, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.007, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.5m (96.8ft), Out-to-Out Width: 33.6m (110.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-020303, Location: .5 MI. WEST OF NEW DESIGN (Lat: 39.381667, Lng: -77.426667), Route carried "on" structure: County highway 1355, Year Built: 1992, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 9,742 (year 2032), Design Load: HS 20, Features Intersected: KING BRANCH, Facility Carried by Structure: CORPORATE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10 Find on map >> Show street view
Structure Number: 200000F-020403, Location: 0.25 MI W OF NEW DESIGN R (Lat: 39.380000, Lng: -77.425000), Route carried "on" structure: County highway 1355, Year Built: 1990, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,273 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 7,528 (year 2032), Design Load: HS 20, Features Intersected: ARUNDEL BRANCH, Facility Carried by Structure: CORPORATE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than 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: July 10 Find on map >> Show street view
Structure Number: 200000F-020503, Location: .1 MI S. OF CORPORATE DR (Lat: 39.380000, Lng: -77.426667), Route carried "on" structure: County highway 1536, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2032), Design Load: HS 20, Features Intersected: KING BRANCH, Facility Carried by Structure: KINGSBROOK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10 Find on map >> Show street view
Structure Number: 200000F-020603, Location: .2 MI E. OF NEW DESIGN RD (Lat: 39.386667, Lng: -77.416667), Route carried "on" structure: County highway 1179, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,500 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 11,400 (year 2032), Design Load: HS 20, Features Intersected: ARUNDEL BRANCH, Facility Carried by Structure: CRESTWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than 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: July 10 Find on map >> Show street view
Structure Number: 200000F-021103, Location: 0.39 MI EAST OF BALLENGER (Lat: 39.380000, Lng: -77.438333), Route carried "on" structure: County highway 1355, Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,986 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,183 (year 2032), Features Intersected: PIKE BRANCH, Facility Carried by Structure: CORPORATE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10 Find on map >> Show street view
Structure Number: 200000F-021203, Location: 0.40 MI EAST OF BALLENGER (Lat: 39.380000, Lng: -77.438333), Route carried "on" structure: County highway 1355, Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,986 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,183 (year 2032), Features Intersected: PIKE BRANCH, Facility Carried by Structure: CORPORATE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10 Find on map >> Show street view
Structure Number: 200000F-021701, Location: 0.1 MI WEST OF MD RTE 85 (Lat: 39.366667, Lng: -772.833333), Route carried "on" structure: County highway 1335, Year Built: 2007, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 5,800 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 25, Features Intersected: BALLENGER CREEK, Facility Carried by Structure: EXECUTIVE WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-090201, Location: 1.5 MILES SOUTH OF I-70 (Lat: 39.386667, Lng: -77.380000), Route carried "on" structure: County highway 373, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 16.58m (54.40ft), Average Daily Traffic: 6,144 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 9,130 (year 2025), Design Load: HS 20, Features Intersected: MONOCACY RIVER, Facility Carried by Structure: REICHS FORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 200000F-092301, Location: AT MD 144 (Lat: 39.400000, Lng: -77.333333), Route carried "on" structure: County highway 852, Year Built: 2006, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,689 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2027), Design Load: HS 25, Features Intersected: LONG BRANCH, Facility Carried by Structure: TERRA FIRMA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: 200000F-210203, Location: 0.1 MI N OF OPOSSUMTWN PK, Route carried "on" structure: County highway 178, Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 439 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2032), Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: BLOOMFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m Condition: Channel: Good, Culverts: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal 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: April 10 Structure Number: 200000F-211203, Location: 0.2 MI W OF WILLOWBRK RD, Route carried "on" structure: County highway 176, Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,605 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 2,850 (year 2011), Features Intersected: LITTLE TUSCARORA CREEK, Facility Carried by Structure: OPOSSUMTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.730, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Inventory Rating: 36.0 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: April 10 Structure Number: 200000F-230901, Location: W OF BALLENGER CREEK PIKE, Route carried "on" structure: County highway , Year Built: 2008, Status: Not yet open, Structure Length: 0. m, Features Intersected: TRIB OF BALLENGER CREEK, Facility Carried by Structure: ALLEN LINTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Length of Maximum Span: 0.0m Designated Inspection Frequency: Every 24 months Find on map >> Show street view
Structure Number: 200000F-240103, Location: 1 MI. SW OF OLD CAMP ROAD (Lat: 39.410000, Lng: -77.481667), Route carried "on" structure: County highway 226, Year Built: 1975, Year Reconstructed: 2010, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,490 (year 1997), Truck Traffic: 20%, Average Future Daily Traffic: 3,750 (year 2011), Design Load: HS 20, Features Intersected: BALLENGER CREEK, Facility Carried by Structure: MOUNT PHILLIP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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: May 11 Find on map >> Show street view
Structure Number: 200000F-240203, Location: 230' S OF US ALT 40 (Lat: 39.418333, Lng: -77.466667), Route carried "on" structure: County highway 226, Year Built: 1980, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 7,578 (year 1997), Truck Traffic: 20%, Average Future Daily Traffic: 10,000 (year 2011), Design Load: HS 20, Features Intersected: BRANCH OF ROCK CREEK, Facility Carried by Structure: MOUNT PHILLIP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11 Find on map >> Show street view
Structure Number: 200000F-F-0101, Location: 1.8 MI EAST OF SR 355 (Lat: 39.428333, Lng: -77.381667), Route carried "on" structure: City street 995, Year Built: 1986, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 47 (year 2005), Average Future Daily Traffic: 85 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: WWTP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 10, Critical Feature Inspection Date: May 10, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $96,000, Total Project Cost: $106,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-F-0202, Location: 0.9 MI EAST OF MD 355 (Lat: 39.415000, Lng: -0.136775), Route carried "on" structure: City street 720, Year Built: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 5,305 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 7,883 (year 2025), Design Load: HS 20+Mod, Features Intersected: CARROLL CREEK, Facility Carried by Structure: HIGHLAND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: August 10 Structure Number: 200000F-F-0303, Location: 0.3 MI N OF POOLE JONES R, Route carried "on" structure: County highway 1618, Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 664 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 1,535 (year 2011), Features Intersected: LITTLE TUSCARORA CREEK, Facility Carried by Structure: WALTER MARTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: April 10 Structure Number: 200000F-F-0401, Location: 0.08 MILE E OF MD 144FA, Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,625 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 14,566 (year 2032), Design Load: HS 25, Features Intersected: CARROLL CREEK, Facility Carried by Structure: EAST STREET EXTEND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-F-0501, Location: 470' SOUTH OF SR 144 (Lat: 39.411667, Lng: -77.408333), Route carried "on" structure: City street 261, Year Built: 1991, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 7,757 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 11,527 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: S. CARROLL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-F-0602, Location: 510' SOUTH OF SR 144 (Lat: 39.413333, Lng: -77.411667), Route carried "on" structure: State highway 355, Year Built: 1988, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 19,111 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 28,398 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: SOUTH MARKET STREE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 200000F-F-0702, Location: 595' SOUTH OF SR 144 (Lat: 39.411667, Lng: -77.411667), Route carried "on" structure: City street 470, Year Built: 1988, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 5,779 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,588 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: S. COURT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10 Find on map >> Show street view
Structure Number: 200000F-F-0801, Location: 790' NORTH OF SR 144 (Lat: 39.415000, Lng: -77.423333), Route carried "on" structure: City street 390, Year Built: 1925, Year Reconstructed: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,996 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 4,452 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: COLLEGE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-F-0901, Location: 0.2 MI NORTH OF SR 144 (Lat: 39.416667, Lng: -77.421667), Route carried "on" structure: City street 430, Year Built: 1933, Year Reconstructed: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,181 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 12,156 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: W. COLLEGE TERRACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 200000F-F-1002, Location: 365' NORTH OF SR 144 (Lat: 39.415000, Lng: -77.415000), Route carried "on" structure: City street 120, Year Built: 1992, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 8,124 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 12,072 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: N. BENTZ STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.9 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: 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: September 10 Find on map >> Show street view
Structure Number: 200000F-F-1101, Location: 0.2 MI SOUTH OF US 15 (Lat: 39.421667, Lng: -0.021458), Route carried "on" structure: City street 640, Year Built: 1963, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,348 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 4,953 (year 2025), Features Intersected: CARROLL CREEK, Facility Carried by Structure: FAIRVIEW AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 11, Bridge Improvement Cost: $300,000, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 200000F-F-1201, Location: 0.4 MI N. OF US 15 EXIT 7 (Lat: 39.426667, Lng: -77.431667), Route carried "on" structure: City street 1390, Year Built: 1911, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 11,221 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 16,674 (year 2025), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: SHOOKSTOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, 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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >> Show street view
Structure Number: 200000F-F-1601, Location: 2.2 MI E. OF N. MARKET ST (Lat: 39.433333, Lng: -77.378333), Route carried "on" structure: City street 676, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 6,836 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 10,158 (year 2025), Design Load: HS 20, Features Intersected: MONOCACY RIVER, Facility Carried by Structure: GAS HOUSE PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 200000F-F-1702, Location: 500' W OF WILLOWDALE DR. (Lat: 39.421667, Lng: -77.453333), Route carried "on" structure: City street 775, Year Built: 1990, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,863 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,740 (year 2025), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: KEY PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Fair, Culverts: Satisfactory, 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: 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: July 10 Find on map >> Show street view
Structure Number: 200000F-F-1803, Location: 500' NORTH OF US 40W (Lat: 39.423333, Lng: -77.465000), Route carried "on" structure: City street 1115, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,949 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 7,354 (year 2025), Features Intersected: ROCK CREEK, Facility Carried by Structure: OLD CAMP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10
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