Bridge Statistics for Calverton, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 226ft / 68.5mTotal length
- 541,171Total average daily traffic
- 10,993Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Calverton
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 21970-1979
- 11980-1989
- 72010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Superstructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Substructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Channel
- 44.4%Good
- 55.6%Satisfactory
- Bridge Condition - Culverts
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 10000016020301, Location: 1.0 MI N OF MD 200 (Lat: 0.000108, Lng: -0.000019), Route carried "on" structure: County highway 2, Year Built: 2011, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 11,819 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 25,100 (year 2030), Design Load: HS 25 or greater, Features Intersected: IS 95, Facility Carried by Structure: OLD GUNPOWDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000016020301, Location: 1.0 MI N OF MD 200 (Lat: 0.000108, Lng: -0.000019), Route carried "on" structure: County highway 2, Year Built: 2011, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 11,819 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 25,100 (year 2030), Design Load: HS 25 or greater, Features Intersected: IS 95, Facility Carried by Structure: OLD GUNPOWDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: 10000016021102, Location: 0.17 MILE SOUTH OF IS 95 (Lat: 39.049597, Lng: -76.933250), Route carried "on" structure: State highway 212, Year Built: 1971, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 29,301 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,247 (year 2026), Design Load: HS 20, Features Intersected: CIDER BARREL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.698, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 10000016021102, Location: 0.17 MILE SOUTH OF IS 95 (Lat: 39.049597, Lng: -76.933250), Route carried "on" structure: State highway 212, Year Built: 1971, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 29,301 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,247 (year 2026), Design Load: HS 20, Features Intersected: CIDER BARREL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.698, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 200000M-035101, Location: .4 MI W OF CHERRY HILL RD (Lat: 39.044450, Lng: -76.960153), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,359 (year 2041), Design Load: HS 25 or greater, Features Intersected: TRIBUTARY TO PAINT BRANC, Facility Carried by Structure: FDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, 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, Inspection Date: September 2020
Structure Number: 200000M-035101, Location: .4 MI W OF CHERRY HILL RD (Lat: 39.044450, Lng: -76.960153), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,359 (year 2041), Design Load: HS 25 or greater, Features Intersected: TRIBUTARY TO PAINT BRANC, Facility Carried by Structure: FDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, 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, Inspection Date: September 2020
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Structure Number: 200000P-010302, Location: 0.60 MI E OF MONT CO LINE (Lat: 39.060556, Lng: -76.927778), Route carried "on" structure: County highway 12, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 14,430 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 20,835 (year 2035), Features Intersected: LITTLE PAINT BRANCH, Facility Carried by Structure: BRIGGS CHANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 200000P-010302, Location: 0.60 MI E OF MONT CO LINE (Lat: 39.060556, Lng: -76.927778), Route carried "on" structure: County highway 12, Year Built: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 14,430 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 20,835 (year 2035), Features Intersected: LITTLE PAINT BRANCH, Facility Carried by Structure: BRIGGS CHANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 200000P-017701, Location: .06MI NE OF BELTSVILLE DR (Lat: 39.051322, Lng: -76.935578), Route carried "on" structure: County highway 2382, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 335 (year 2041), Features Intersected: TRIBUTARY TO LITTLE PAIN, Facility Carried by Structure: CALVERTON BOULEVAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 200000P-017701, Location: .06MI NE OF BELTSVILLE DR (Lat: 39.051322, Lng: -76.935578), Route carried "on" structure: County highway 2382, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 335 (year 2041), Features Intersected: TRIBUTARY TO LITTLE PAIN, Facility Carried by Structure: CALVERTON BOULEVAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 200000P-017802, Location: 0.3 MI W OF BELTSVILLE DR (Lat: 39.053519, Lng: -76.941444), Route carried "on" structure: County highway 2382, Year Built: 1964, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 25,400 (year 2040), Design Load: H 20, Features Intersected: TRIB TO LITTLE PAINT BR, Facility Carried by Structure: CALVERTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 200000P-017802, Location: 0.3 MI W OF BELTSVILLE DR (Lat: 39.053519, Lng: -76.941444), Route carried "on" structure: County highway 2382, Year Built: 1964, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 25,400 (year 2040), Design Load: H 20, Features Intersected: TRIB TO LITTLE PAINT BR, Facility Carried by Structure: CALVERTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 200000P-017902, Location: 0.36 MI N OF MD 212 (Lat: 39.051750, Lng: -76.936136), Route carried "on" structure: County highway 3523, Year Built: 1969, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 22,981 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 34,147 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO LITTLE PAINT BR, Facility Carried by Structure: BELTSVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021
Structure Number: 200000P-017902, Location: 0.36 MI N OF MD 212 (Lat: 39.051750, Lng: -76.936136), Route carried "on" structure: County highway 3523, Year Built: 1969, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 22,981 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 34,147 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO LITTLE PAINT BR, Facility Carried by Structure: BELTSVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021
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Structure Number: 200000P-019401, Location: 0.10 MI E OF MONT CO LINE (Lat: 39.076433, Lng: -76.927800), Route carried "on" structure: County highway 18, Year Built: 2019, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,038 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 12,427 (year 2037), Features Intersected: LITTLE PAINT BRANCH, Facility Carried by Structure: GREENCASTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.1 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: 33.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-019401, Location: 0.10 MI E OF MONT CO LINE (Lat: 39.076433, Lng: -76.927800), Route carried "on" structure: County highway 18, Year Built: 2019, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,038 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 12,427 (year 2037), Features Intersected: LITTLE PAINT BRANCH, Facility Carried by Structure: GREENCASTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.1 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: 33.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300000P-V173013, Location: 1.23 MI W of I-95 (Lat: 39.073303, Lng: -76.929442), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 26,084 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 51,059 (year 2041), Design Load: HS 25 or greater, Features Intersected: Little Paint Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.836, Lanes on structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000P-V173013, Location: 1.23 MI W of I-95 (Lat: 39.073303, Lng: -76.929442), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 26,084 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 51,059 (year 2041), Design Load: HS 25 or greater, Features Intersected: Little Paint Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.836, Lanes on structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 300000P-V173014, Location: 1.23 MI W OF I-95 (Lat: 39.073539, Lng: -76.929383), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 27,734 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 54,288 (year 2041), Design Load: HS 25 or greater, Features Intersected: Little Paint Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.836, Lanes on structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000P-V173014, Location: 1.23 MI W OF I-95 (Lat: 39.073539, Lng: -76.929383), Route carried "on" structure: State highway 200, Year Built: 2011, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 27,734 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 54,288 (year 2041), Design Load: HS 25 or greater, Features Intersected: Little Paint Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.836, Lanes on structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 300000P-V17701, Location: 0.8 MI W of I-95 (Lat: 39.073531, Lng: -76.920747), Route carried "on" structure: County highway 2, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 12,568 (year 2019), Average Future Daily Traffic: 15,306 (year 2041), Design Load: HS 25 or greater, Features Intersected: MD 200 (ICC), Facility Carried by Structure: Old Gunpowder Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, Lanes on structure: 3, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000P-V17701, Location: 0.8 MI W of I-95 (Lat: 39.073531, Lng: -76.920747), Route carried "on" structure: County highway 2, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 12,568 (year 2019), Average Future Daily Traffic: 15,306 (year 2041), Design Load: HS 25 or greater, Features Intersected: MD 200 (ICC), Facility Carried by Structure: Old Gunpowder Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, Lanes on structure: 3, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 10000016020301, Location: 0.86 MILE NORTH OF MD 212 (Lat: 39.061369, Lng: -76.921181), Route carried "under" structure: Interstate 95, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 183,961 (year 2010), Features Intersected: IS 95, Facility Carried by Structure: OLD GUNPOWDER RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 47.305, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
Structure Number: 10000016020301, Location: 0.86 MILE NORTH OF MD 212 (Lat: 39.061369, Lng: -76.921181), Route carried "under" structure: Interstate 95, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 183,961 (year 2010), Features Intersected: IS 95, Facility Carried by Structure: OLD GUNPOWDER RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 47.305, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
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Structure Number: 10000016020501, Location: 4.16 MILE SOUTH OF MD 198 (Lat: 39.050417, Lng: -76.931372), Route carried "under" structure: Interstate 95, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 183,230 (year 2009), Features Intersected: IS 95, LITTLE PAINT BR, Facility Carried by Structure: MD 212
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 45.921, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)
Structure Number: 10000016020501, Location: 4.16 MILE SOUTH OF MD 198 (Lat: 39.050417, Lng: -76.931372), Route carried "under" structure: Interstate 95, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 183,230 (year 2009), Features Intersected: IS 95, LITTLE PAINT BR, Facility Carried by Structure: MD 212
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 45.921, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)