Bridge Statistics for Cumberland, Maryland (MD) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10000001003004,  Location: 0.21 M E OF BR NO 0109900 (Lat: 39.673333,  Lng: -78.723333),  Route carried "on" structure: Interstate 68,  Year Built: 1937,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 19,525 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,015 (year 2022),  Design Load: HS 20,  Features Intersected: EVITTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.974,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 79.2 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

Structure Number: 10000001006501,  Location: ON WEST VIRGINIA,  Route carried "on" structure: City street 1330,  Year Built: 1992,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 5,177 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,850 (year 2015),  Design Load: HS 25,  Features Intersected: N BRANCH POTOMAC RIVER,  Facility Carried by Structure: MD 61 (CANAL PKWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2006,  Underwater Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000001006601,  Location: ON WEST VIRGINIA LINE (Lat: 39.648333,  Lng: -78.766667),  Route carried "on" structure: State highway 942,  Year Built: 1953,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 999 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,500 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: N BRANCH POTOMAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Underwater Inspection Date: November 2007,  Bridge Improvement Cost: $1,670,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $1,837,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 10000001008101,  Location: 0.03 MI S OF MD 952A,  Route carried "on" structure: State highway 952,  Year Built: 1962,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 99 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 (year 2022),  Design Load: HS 20,  Features Intersected: IS 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 10000001009501,  Location: 0.23 MI W OF MD 639,  Route carried "on" structure: City street 2280,  Year Built: 1968,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 28,900 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 45,600 ,  Design Load: HS 15,  Features Intersected: IS 68,  Facility Carried by Structure: MARION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $640,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $704,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000001010301,  Location: 0.54 MILE EAST OF US 220 (Lat: 39.646667,  Lng: -78.780000),  Route carried "on" structure: Interstate 68,  Year Built: 1968,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 49,825 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 64,900 (year 2022),  Design Load: HS 20,  Features Intersected: PATTERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.828,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $820,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $902,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 10000001010401,  Location: @ FLETCHER DR,  Route carried "on" structure: City street 1315,  Year Built: 1968,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 307 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,412 (year 2012),  Design Load: HS 20,  Features Intersected: IS 68,  Facility Carried by Structure: FLETCHER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,458,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,604,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 10000001016801,  Location: INTERSECTION WITH IS 68 (Lat: 39.678333,  Lng: -78.720000),  Route carried "on" structure: US 220,  Year Built: 1999,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 8,825 (year 1999),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,700 (year 2022),  Design Load: HS 25,  Features Intersected: I-68 AND MD 144 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.005,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 10000001017201,  Location: 0.13 MILE N OF W VA LINE,  Route carried "on" structure: City street 61,  Year Built: 1997,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 10,975 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,648 (year 2022),  Design Load: HS 25,  Features Intersected: C & O CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Critical Feature Inspection Date: April 2006,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000A-C-0101,  Location: FREDERICK ST @ US 40AL (Lat: 39.655000,  Lng: -78.761667),  Route carried "on" structure: City street 1412,  Year Built: 1977,  Status: Posted for load,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 10,870 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,275 (year 2027),  Design Load: HS 20,  Features Intersected: US 40AL,CSX,QUEEN CTY DR,  Facility Carried by Structure: BDFRD/FREDRICK STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: December 2007,  Other Special Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000A-C-0201,  Location: HENDERSON AVE @ FRNKLN ST (Lat: 39.660000,  Lng: -78.773333),  Route carried "on" structure: US 40,  Year Built: 1932,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 21.09m (69.19ft),  Average Daily Traffic: 18,200 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,650 (year 2027),  Design Load: H 20,  Features Intersected: FRANKLIN STREET & CSX RR,  Facility Carried by Structure: HENDERSON AVENUE
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 19.195,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 59.7m (195.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.6 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.09m (69.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Critical Feature Inspection Date: December 2007,  Bridge Improvement Cost: $4,000,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $4,040,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000A-C-0301,  Location: 0.20 MI S OF US 40AL (Lat: 39.628333,  Lng: -78.770000),  Route carried "on" structure: City street 3630,  Year Built: 1955,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5,298 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,595 (year 2027),  Design Load: HS 20,  Features Intersected: WILL CRK/WMSRR,  Facility Carried by Structure: VALLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000A-C-0401,  Location: 0.03 MI S OF N MECHANC ST (Lat: 39.653333,  Lng: -78.765000),  Route carried "on" structure: City street 2290,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,180 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,959 (year 2027),  Design Load: HS 20,  Features Intersected: WILLS CREEK,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 50.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000A-C-0501,  Location: 0.09 M S OF N MECHANIC ST (Lat: 39.653333,  Lng: -78.766667),  Route carried "on" structure: City street 2290,  Year Built: 1928,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 3,180 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,752 (year 2027),  Design Load: HS 25,  Features Intersected: WESTERN MD SCENIC RR,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000A-C-0601,  Location: 0.02 MI NE OF GREEN ST (Lat: 39.651667,  Lng: -78.763333),  Route carried "on" structure: City street 250,  Year Built: 1956,  Status: Posted for load,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 10,880 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,543 (year 2027),  Design Load: HS 20,  Features Intersected: WILLS CREEK,  Facility Carried by Structure: BALTIMORE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 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: Equal to present minimum criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $860,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $880,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000A-C-0701,  Location: .6 MI W OF CUMBERLAND ST (Lat: 39.658333,  Lng: -78.770000),  Route carried "on" structure: Alternate City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 105 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 131 (year 2027),  Features Intersected: CSXT RAILROAD,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $620,000 ( Estimate for 2005),  Deck Structure Type: Wood or Timber

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Structure Number: 200000A-C-0801,  Location: .3 MI W OF CUMBERLAND ST (Lat: 39.663333,  Lng: -78.768333),  Route carried "on" structure: Alternate City street ,  Year Built: 1885,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 105 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 131 (year 2027),  Features Intersected: CSXT RAILROAD,  Facility Carried by Structure: FAYETTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Critical Feature Inspection Date: December 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000A-C-0901,  Location: .6 MI E OF WASHINGTON ST (Lat: 39.651667,  Lng: -78.768333),  Route carried "on" structure: Alternate City street ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 105 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 130 (year 2027),  Features Intersected: CSXT RAILROAD,  Facility Carried by Structure: CUMBERLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000001009501,  Location: 0.23 MI W OF MD 639 (Lat: 39.655000,  Lng: -78.751667),  Route carried "under" structure: Interstate 68,  Year Built: 1968,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 17,000 (year ),  Features Intersected: IS 68,  Facility Carried by Structure: MARIAN STREET
Minimum Vertical Clearance: 15.84m (51.97ft),  Kilometerpoint: 21.351,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Structure Number: 10000001010301,  Location: 0.54 MI E OF US 220,  Route carried "under" structure: City street 2710,  Year Built: 1968,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 204 (year ),  Features Intersected: PATTERSON AVENUE,  Facility Carried by Structure: IS 68
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.611,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 10000001010401,  Location: 0.1 MILE EAST OF US 220 (Lat: 39.645000,  Lng: -78.786667),  Route carried "under" structure: US 68,  Year Built: 1968,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 28,900 (year ),  Features Intersected: IS 68,  Facility Carried by Structure: FLETCHER DRIVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.712,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 200000A-C-0101,  Location: FREDERICK ST @ US 40AL (Lat: 39.651667,  Lng: -78.765000),  Route carried "under" structure: US 40,  Year Built: 1977,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 17,300 (year 2000),  Truck Traffic: 5%,  Features Intersected: QUEEN CITY DR & US 40ALT,  Facility Carried by Structure: BDFRD/FREDRICK STS
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 20.402,  Lanes on structure: 4,  Lanes under structure: 5,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)