Bridge Statistics for Wheaton-Glenmont, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 23.3mTotal length
- $4,000Total costs
- 259,949Total average daily traffic
- 21,446Total average daily truck traffic
- 321,787Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wheaton-Glenmont
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 11980-1989
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
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Structure Number: 10000015002502, Location: 1.15 MILE NORTH OF MD 97 (Lat: 39.075408, Lng: -77.045675), Route carried "on" structure: State highway 182, Year Built: 1991, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 21,002 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 30,471 (year 2029), Design Load: HS 20, Features Intersected: BEL PRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.855, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 10000015002502, Location: 1.15 MILE NORTH OF MD 97 (Lat: 39.075408, Lng: -77.045675), Route carried "on" structure: State highway 182, Year Built: 1991, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 21,002 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 30,471 (year 2029), Design Load: HS 20, Features Intersected: BEL PRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.855, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 10000015006301, Location: 1.68 MILES EAST OF MD 28 (Lat: 39.071781, Lng: -77.109219), Route carried "on" structure: State highway 586, Year Built: 1954, Year Reconstructed: 1986, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 47,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 59,104 (year 2026), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 73.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000015006301, Location: 1.68 MILES EAST OF MD 28 (Lat: 39.071781, Lng: -77.109219), Route carried "on" structure: State highway 586, Year Built: 1954, Year Reconstructed: 1986, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 47,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 59,104 (year 2026), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 73.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, 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: 10000015007502, Location: 0.98 MILE WEST OF MD 185 (Lat: 39.059925, Lng: -77.089308), Route carried "on" structure: State highway 586, Year Built: 1955, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 47,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 59,104 (year 2026), Design Load: HS 20, Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.875, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 10000015007502, Location: 0.98 MILE WEST OF MD 185 (Lat: 39.059925, Lng: -77.089308), Route carried "on" structure: State highway 586, Year Built: 1955, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 47,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 59,104 (year 2026), Design Load: HS 20, Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.875, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 10000015008801, Location: 0.92 MILE SOUTH OF MD 97 (Lat: 39.071406, Lng: -77.076725), Route carried "on" structure: State highway 185, Year Built: 1968, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 36,532 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 47,206 (year 2026), Design Load: HS 20, Features Intersected: PROPOSED ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.874, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000015008801, Location: 0.92 MILE SOUTH OF MD 97 (Lat: 39.071406, Lng: -77.076725), Route carried "on" structure: State highway 185, Year Built: 1968, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 36,532 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 47,206 (year 2026), Design Load: HS 20, Features Intersected: PROPOSED ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.874, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000015009102, Location: 0.99 MILE SOUTH OF MD 97 (Lat: 39.070958, Lng: -77.076400), Route carried "on" structure: State highway 185, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 36,532 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 47,206 (year 2026), Design Load: HS 20, Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.762, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 10000015009102, Location: 0.99 MILE SOUTH OF MD 97 (Lat: 39.070958, Lng: -77.076400), Route carried "on" structure: State highway 185, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 36,532 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 47,206 (year 2026), Design Load: HS 20, Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.762, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 10000015019801, Location: 1.4 MI E OF MD 185 (Lat: 39.058119, Lng: -77.049586), Route carried "on" structure: State highway 97, Year Built: 2018, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 46,114 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 50,000 (year 2033), Features Intersected: RANDOLPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 10, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 16.6m (54.5ft), Right: 16.6m (54.5ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 73.2m (240.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000015019801, Location: 1.4 MI E OF MD 185 (Lat: 39.058119, Lng: -77.049586), Route carried "on" structure: State highway 97, Year Built: 2018, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 46,114 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 50,000 (year 2033), Features Intersected: RANDOLPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 10, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 16.6m (54.5ft), Right: 16.6m (54.5ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 73.2m (240.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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-015601, Location: 0.7 MI E OF JCT SR 97 (Lat: 39.024103, Lng: -77.130378), Route carried "on" structure: County highway 793, Year Built: 1999, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 10,971 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,948 (year 2041), Design Load: HS 20, Features Intersected: SLIGO CREEK, Facility Carried by Structure: DENNIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000M-015601, Location: 0.7 MI E OF JCT SR 97 (Lat: 39.024103, Lng: -77.130378), Route carried "on" structure: County highway 793, Year Built: 1999, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 10,971 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,948 (year 2041), Design Load: HS 20, Features Intersected: SLIGO CREEK, Facility Carried by Structure: DENNIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000M-034701, Location: 825 FEET EAST OF MD 97 (Lat: 39.029208, Lng: -77.044467), Route carried "on" structure: County highway 854, Year Built: 1965, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 814 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 873 (year 2041), Features Intersected: TRIBUTARY TO SLIGO CREEK, Facility Carried by Structure: DAYTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000M-034701, Location: 825 FEET EAST OF MD 97 (Lat: 39.029208, Lng: -77.044467), Route carried "on" structure: County highway 854, Year Built: 1965, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 814 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 873 (year 2041), Features Intersected: TRIBUTARY TO SLIGO CREEK, Facility Carried by Structure: DAYTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000M-035002, Location: 200 FT S OF GLENALLAN AVE (Lat: 39.061661, Lng: -77.026411), Route carried "on" structure: County highway 123, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 14,750 (year 2037), Features Intersected: TRIBUTARY TO NORTHWEST B, Facility Carried by Structure: KEMP MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $4,000, Total Project Cost: $4,000 ( Estimate for 2015)
Structure Number: 200000M-035002, Location: 200 FT S OF GLENALLAN AVE (Lat: 39.061661, Lng: -77.026411), Route carried "on" structure: County highway 123, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 14,750 (year 2037), Features Intersected: TRIBUTARY TO NORTHWEST B, Facility Carried by Structure: KEMP MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $4,000, Total Project Cost: $4,000 ( Estimate for 2015)
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Structure Number: 200000M-044903, Location: 1300 FT. W. OF MD 182 (Lat: 39.075417, Lng: -77.050583), Route carried "on" structure: County highway 4349, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2040), Features Intersected: LUTES RUN, Facility Carried by Structure: HATHAWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 200000M-044903, Location: 1300 FT. W. OF MD 182 (Lat: 39.075417, Lng: -77.050583), Route carried "on" structure: County highway 4349, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2040), Features Intersected: LUTES RUN, Facility Carried by Structure: HATHAWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020