Bridge Statistics for Silver Spring, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 122m400ftTotal length
- $2,430,000Total costs
- 172,964Total average daily traffic
- 9,325Total average daily truck traffic
- 209,066Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Silver Spring
- No street view available for this location
- 11910-1919
- 11930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 11990-1999
- 92010-2015
- 11960-1969
- 01970-1979
- 01980-1989
- 31990-1999
Bridge Condition - Deck
Bridge Condition - Superstructure
Bridge Condition - Substructure
Bridge Condition - Channel
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Structure Number: 10000015008901, Location: 0.45 MI N OF MD 410 (Lat: 0.650000, Lng: -1.283889), Route carried "on" structure: State highway 390, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 35,062 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 42,064 (year 2026), Design Load: HS 25, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000015008901, Location: 0.45 MI N OF MD 410 (Lat: 0.650000, Lng: -1.283889), Route carried "on" structure: State highway 390, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 35,062 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 42,064 (year 2026), Design Load: HS 25, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 13, 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: 200000M-007801, Location: 0.3 MI SOUTH OF MD 97 (Lat: 38.996889, Lng: -77.035789), Route carried "on" structure: County highway 598, Year Built: 1968, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 11,176 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,635 (year 2030), Design Load: HS 20, Features Intersected: CSXT RR & WMATA METRO, Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 13, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000M-007801, Location: 0.3 MI SOUTH OF MD 97 (Lat: 38.996889, Lng: -77.035789), Route carried "on" structure: County highway 598, Year Built: 1968, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 11,176 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,635 (year 2030), Design Load: HS 20, Features Intersected: CSXT RR & WMATA METRO, Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 13, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000M-008101, Location: 1 MILES NORTH OF MD 410 (Lat: 39.000167, Lng: -77.054181), Route carried "on" structure: County highway 3338, Year Built: 1966, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 9,991 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 12,189 (year 2030), Design Load: HS 20, Features Intersected: HIKER-BIKER TRAIL, Facility Carried by Structure: LYTTONSVILLE PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: 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: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 13, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $5,000, Total Project Cost: $58,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000M-008101, Location: 1 MILES NORTH OF MD 410 (Lat: 39.000167, Lng: -77.054181), Route carried "on" structure: County highway 3338, Year Built: 1966, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 9,991 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 12,189 (year 2030), Design Load: HS 20, Features Intersected: HIKER-BIKER TRAIL, Facility Carried by Structure: LYTTONSVILLE PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: 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: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 13, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $5,000, Total Project Cost: $58,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000M-008301, Location: 0.4 MI SW OF MD 192 (Lat: 39.005303, Lng: -7.049936), Route carried "on" structure: County highway 534, Year Built: 1977, Status: Posted for load, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 17,500 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 21,525 (year 2031), Design Load: HS 20, Features Intersected: CSXT RAILROAD, Facility Carried by Structure: BROOKVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: March 13, Critical Feature Inspection Date: March 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000M-008301, Location: 0.4 MI SW OF MD 192 (Lat: 39.005303, Lng: -7.049936), Route carried "on" structure: County highway 534, Year Built: 1977, Status: Posted for load, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 17,500 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 21,525 (year 2031), Design Load: HS 20, Features Intersected: CSXT RAILROAD, Facility Carried by Structure: BROOKVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: March 13, Critical Feature Inspection Date: March 13, 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: 200000M-008401, Location: 0.5 MI W OF SEMINARY ROAD (Lat: 39.009653, Lng: -77.052536), Route carried "on" structure: County highway 558, Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,650 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 4,050 (year 2031), Design Load: H 15, Features Intersected: CSXT RAILROAD, Facility Carried by Structure: LINDEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000M-008401, Location: 0.5 MI W OF SEMINARY ROAD (Lat: 39.009653, Lng: -77.052536), Route carried "on" structure: County highway 558, Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,650 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 4,050 (year 2031), Design Load: H 15, Features Intersected: CSXT RAILROAD, Facility Carried by Structure: LINDEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 13, 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: 200000M-008501, Location: 0.2 MI E OF MICHIGAN AVE (Lat: 0.650017, Lng: -1.284006), Route carried "on" structure: County highway 4502, Year Built: 1918, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,430 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,750 (year 2031), Design Load: H 20, Features Intersected: CSXT RAILROAD, Facility Carried by Structure: TALBOT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 13, Critical Feature Inspection Date: March 13, Bridge Improvement Cost: $1,260,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,386,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 200000M-008501, Location: 0.2 MI E OF MICHIGAN AVE (Lat: 0.650017, Lng: -1.284006), Route carried "on" structure: County highway 4502, Year Built: 1918, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,430 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,750 (year 2031), Design Load: H 20, Features Intersected: CSXT RAILROAD, Facility Carried by Structure: TALBOT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 13, Critical Feature Inspection Date: March 13, Bridge Improvement Cost: $1,260,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,386,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 200000M-016201, Location: AT MANCHESTER AVENUE (Lat: 38.999722, Lng: -77.011092), Route carried "on" structure: County highway 621, Year Built: 1960, Year Reconstructed: 2004, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 19,450 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 23,925 (year 2031), Design Load: HS 25, Features Intersected: SLIGO CREEK, Facility Carried by Structure: WAYNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 13, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000M-016201, Location: AT MANCHESTER AVENUE (Lat: 38.999722, Lng: -77.011092), Route carried "on" structure: County highway 621, Year Built: 1960, Year Reconstructed: 2004, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 19,450 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 23,925 (year 2031), Design Load: HS 25, Features Intersected: SLIGO CREEK, Facility Carried by Structure: WAYNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 13, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000M-022502, Location: 0.6 MI EAST OF MD 97 (Lat: 39.016067, Lng: -77.032914), Route carried "on" structure: County highway 697, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 12,980 (year 2031), Design Load: HS 20, Features Intersected: SLIGO CREEK, Facility Carried by Structure: FOREST GLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.438, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 13
Structure Number: 200000M-022502, Location: 0.6 MI EAST OF MD 97 (Lat: 39.016067, Lng: -77.032914), Route carried "on" structure: County highway 697, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 12,980 (year 2031), Design Load: HS 20, Features Intersected: SLIGO CREEK, Facility Carried by Structure: FOREST GLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.438, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 13
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Structure Number: 200000M-PK0301, Location: AT SLIGO CR PKWY (Lat: 38.989772, Lng: -77.006794), Route carried "on" structure: Federal lands road 748, Year Built: 1931, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,005 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,206 (year 2030), Design Load: H 20, Features Intersected: SLIGO CREEK, Facility Carried by Structure: PARK VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000M-PK0301, Location: AT SLIGO CR PKWY (Lat: 38.989772, Lng: -77.006794), Route carried "on" structure: Federal lands road 748, Year Built: 1931, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,005 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,206 (year 2030), Design Load: H 20, Features Intersected: SLIGO CREEK, Facility Carried by Structure: PARK VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300000M-V160013, Location: 0.5 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 13,830 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 16,707 (year 2032), Design Load: HS 25, Features Intersected: US 29 & RAMP SE, NB&EB
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.257, Lanes on structure: 3, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V160013, Location: 0.5 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 13,830 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 16,707 (year 2032), Design Load: HS 25, Features Intersected: US 29 & RAMP SE, NB&EB
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.257, Lanes on structure: 3, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, 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: 300000M-V160014, Location: 0.5 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 14,570 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 17,601 (year 2032), Design Load: HS 25, Features Intersected: US 29 & RAMP SE, NB&EB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.259, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V160014, Location: 0.5 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 14,570 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 17,601 (year 2032), Design Load: HS 25, Features Intersected: US 29 & RAMP SE, NB&EB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.259, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 13, 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: 300000M-V161013, Location: 0.4 MI. SOUTH OF BRI (Lat: 0.651161, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 14,480 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 17,492 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V161013, Location: 0.4 MI. SOUTH OF BRI (Lat: 0.651161, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 14,480 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 17,492 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, 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: 300000M-V161014, Location: 0.4 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 14,570 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 17,601 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.261, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V161014, Location: 0.4 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 14,570 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 17,601 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.261, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 13, 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: 300000M-V16401, Location: MD200EB RAMP EN TO U (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 40.90m (134.19ft), Average Daily Traffic: 2,500 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,020 (year 2032), Design Load: HS 25, Features Intersected: MD 200 (ICC),US29, RP SE, Facility Carried by Structure: RAMP EN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 77.7m (254.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V16401, Location: MD200EB RAMP EN TO U (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 40.90m (134.19ft), Average Daily Traffic: 2,500 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,020 (year 2032), Design Load: HS 25, Features Intersected: MD 200 (ICC),US29, RP SE, Facility Carried by Structure: RAMP EN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 77.7m (254.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: October 13, 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: 300000M-V16502, Location: 0.4 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,329 (year 2032), Design Load: HS 25, Features Intersected: US29, RAMP NB&SE, MD200
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.267, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V16502, Location: 0.4 MI. SOUTH OF BRI (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,329 (year 2032), Design Load: HS 25, Features Intersected: US29, RAMP NB&SE, MD200
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.267, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 13, 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: 300000M-V16602, Location: 0.8 MI. SOUTH OF BRI (Lat: 0.651161, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 362 (year 2032), Design Load: HS 25, Features Intersected: RAMP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.108, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 65.2m (213.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V16602, Location: 0.8 MI. SOUTH OF BRI (Lat: 0.651161, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 362 (year 2032), Design Load: HS 25, Features Intersected: RAMP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.108, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 65.2m (213.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 13, 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: 300000M-V16701, Location: 0.5 SOUTH OF BRIGGS (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,050 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,268 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW, Facility Carried by Structure: RAMP WS & WN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.272, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V16701, Location: 0.5 SOUTH OF BRIGGS (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: Ramp State highway 200, Year Built: 2011, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,050 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,268 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW, Facility Carried by Structure: RAMP WS & WN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.272, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 13, 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: 300000M-V16901, Location: 0.3 MILES SOUTH OF BRIG (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 362 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW, Facility Carried by Structure: RAMP WN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000M-V16901, Location: 0.3 MILES SOUTH OF BRIG (Lat: 0.651178, Lng: -1.282500), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 362 (year 2032), Design Load: HS 25, Features Intersected: RAMP NW, Facility Carried by Structure: RAMP WN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
