Bridge Statistics for Columbia, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 91Number of bridges
- 1,161ft / 354mTotal length
- $2,137,000Total costs
- 3,901,166Total average daily traffic
- 224,840Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Columbia
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11950-1959
- 11960-1969
- 321970-1979
- 231980-1989
- 271990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 41960-1969
- 11970-1979
- 31980-1989
- 31990-1999
- Bridge Condition - Deck
- 55.4%Good
- 35.7%Satisfactory
- 7.1%Fair
- 1.8%Serious
- Bridge Condition - Superstructure
- 10.3%Very good
- 46.6%Good
- 31.0%Satisfactory
- 8.6%Fair
- 3.4%Poor
- Bridge Condition - Substructure
- 1.7%Very good
- 55.2%Good
- 37.9%Satisfactory
- 3.4%Fair
- 1.7%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 41.0%Good
- 23.1%Satisfactory
- 2.6%Fair
- Bridge Condition - Culverts
- 15.4%Good
- 53.8%Satisfactory
- 30.8%Fair
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Structure Number: 100000130012011, Location: 1.62 MILES S OF MD 175 (Lat: 39.204317, Lng: -76.857964), Route carried "on" structure: US 29, Year Built: 1971, Year Reconstructed: 1992, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 73,292 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 42,426 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.836, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130012011, Location: 1.62 MILES S OF MD 175 (Lat: 39.204317, Lng: -76.857964), Route carried "on" structure: US 29, Year Built: 1971, Year Reconstructed: 1992, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 73,292 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 42,426 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.836, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130012012, Location: 1.62 MILES S OF MD 175 (Lat: 39.204656, Lng: -76.858064), Route carried "on" structure: US 29, Year Built: 1950, Year Reconstructed: 1998, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 73,292 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,426 (year 2026), Design Load: H 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.836, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000130012012, Location: 1.62 MILES S OF MD 175 (Lat: 39.204656, Lng: -76.858064), Route carried "on" structure: US 29, Year Built: 1950, Year Reconstructed: 1998, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 73,292 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,426 (year 2026), Design Load: H 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.836, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000130013012, Location: 1.05 MILES SOUTH OF MD 32 (Lat: 39.168786, Lng: -76.884342), Route carried "on" structure: US 29, Year Built: 1970, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 52,913 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,442 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.204, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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: 100000130013012, Location: 1.05 MILES SOUTH OF MD 32 (Lat: 39.168786, Lng: -76.884342), Route carried "on" structure: US 29, Year Built: 1970, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 52,913 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,442 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.204, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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: 100000130016013, Location: 0.55 MILE WEST OF US 29 (Lat: 39.239417, Lng: -76.847308), Route carried "on" structure: State highway 108, Year Built: 1975, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 36,160 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,787 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 60.3 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000130016013, Location: 0.55 MILE WEST OF US 29 (Lat: 39.239417, Lng: -76.847308), Route carried "on" structure: State highway 108, Year Built: 1975, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 36,160 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,787 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 60.3 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: April 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: 100000130016014, Location: 0.55 MILE WEST OF US 29 (Lat: 39.239656, Lng: -76.847019), Route carried "on" structure: State highway 108, Year Built: 1975, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 36,160 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,787 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 60.3 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000130016014, Location: 0.55 MILE WEST OF US 29 (Lat: 39.239656, Lng: -76.847019), Route carried "on" structure: State highway 108, Year Built: 1975, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 36,160 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,787 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 60.3 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: April 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: 10000013001701, Location: 2.02 MILES EAST OF MD 216 (Lat: 39.229206, Lng: -76.917211), Route carried "on" structure: State highway 108, Year Built: 1985, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 19,870 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,372 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $903,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013001701, Location: 2.02 MILES EAST OF MD 216 (Lat: 39.229206, Lng: -76.917211), Route carried "on" structure: State highway 108, Year Built: 1985, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 19,870 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,372 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $903,000, 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: 100000130061013, Location: 0.49 MILE NORTH OF US 1 (Lat: 39.177967, Lng: -76.788578), Route carried "on" structure: Ramp State highway 175, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 33,570 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 43,641 (year 2032), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.171, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 73.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130061013, Location: 0.49 MILE NORTH OF US 1 (Lat: 39.177967, Lng: -76.788578), Route carried "on" structure: Ramp State highway 175, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 33,570 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 43,641 (year 2032), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.171, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 73.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130061014, Location: 0.49 MILE NORTH OF US 1 (Lat: 39.177861, Lng: -76.790631), Route carried "on" structure: Ramp State highway 175, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 28,774 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 37,406 (year 2032), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.171, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130061014, Location: 0.49 MILE NORTH OF US 1 (Lat: 39.177861, Lng: -76.790631), Route carried "on" structure: Ramp State highway 175, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 28,774 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 37,406 (year 2032), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.171, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130072012, Location: 0.46 MILE SOUTH OF MD 32 (Lat: 39.157264, Lng: -76.833428), Route carried "on" structure: Interstate 95, Year Built: 1971, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 104,355 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 169,000 (year 2038), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.762, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Length Of Structure Improvement: 12.04m (39.50ft), 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: 100000130072012, Location: 0.46 MILE SOUTH OF MD 32 (Lat: 39.157264, Lng: -76.833428), Route carried "on" structure: Interstate 95, Year Built: 1971, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 104,355 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 169,000 (year 2038), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.762, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Length Of Structure Improvement: 12.04m (39.50ft), 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: 10000013007301, Location: 2.2 MI N OF MD 216 (Lat: 39.154608, Lng: -76.837450), Route carried "on" structure: County highway 194, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 2,667 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,075 (year 2026), Design Load: HS 20, Features Intersected: IS 95 SBR, Facility Carried by Structure: VOLLMERHAUSEN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.625, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000013007301, Location: 2.2 MI N OF MD 216 (Lat: 39.154608, Lng: -76.837450), Route carried "on" structure: County highway 194, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 2,667 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,075 (year 2026), Design Load: HS 20, Features Intersected: IS 95 SBR, Facility Carried by Structure: VOLLMERHAUSEN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.625, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000013007801, Location: 0.27 MI S OF US 29 (Lat: 39.227061, Lng: -76.850233), Route carried "on" structure: Ramp State highway 175, Year Built: 1970, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,170 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 1,368 (year 2022), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.387, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 10000013007801, Location: 0.27 MI S OF US 29 (Lat: 39.227061, Lng: -76.850233), Route carried "on" structure: Ramp State highway 175, Year Built: 1970, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,170 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 1,368 (year 2022), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.387, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 10000013007901, Location: 0.27 MILE NORTH OF US 29 (Lat: 39.227167, Lng: -76.850228), Route carried "on" structure: State highway 175, Year Built: 1970, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 47,121 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 57,961 (year 2029), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.327, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 77.5 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: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000013007901, Location: 0.27 MILE NORTH OF US 29 (Lat: 39.227167, Lng: -76.850228), Route carried "on" structure: State highway 175, Year Built: 1970, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 47,121 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 57,961 (year 2029), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.327, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 77.5 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: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130086013, Location: 4.06 MILES N OF MD 108 (Lat: 39.225497, Lng: -76.845333), Route carried "on" structure: State highway 175, Year Built: 1974, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 22,557 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 22,653 (year 2038), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 29.3m (96.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130086013, Location: 4.06 MILES N OF MD 108 (Lat: 39.225497, Lng: -76.845333), Route carried "on" structure: State highway 175, Year Built: 1974, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 22,557 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 22,653 (year 2038), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 29.3m (96.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130086014, Location: 4.06 MILES N OF MD 108 (Lat: 39.225592, Lng: -76.846281), Route carried "on" structure: State highway 175, Year Built: 1974, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 21,673 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 21,765 (year 2038), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 29.3m (96.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130086014, Location: 4.06 MILES N OF MD 108 (Lat: 39.225592, Lng: -76.846281), Route carried "on" structure: State highway 175, Year Built: 1974, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 21,673 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 21,765 (year 2038), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 29.3m (96.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000013008701, Location: 0.27 MILE NORTH OF US 29 (Lat: 39.226828, Lng: -76.850814), Route carried "on" structure: State highway 175, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 47,121 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 57,961 (year 2029), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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: 10000013008701, Location: 0.27 MILE NORTH OF US 29 (Lat: 39.226828, Lng: -76.850814), Route carried "on" structure: State highway 175, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 47,121 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 57,961 (year 2029), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.376, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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: 10000013009002, Location: 0.69 MILE SOUTH OF US 29 (Lat: 39.218556, Lng: -76.837161), Route carried "on" structure: State highway 175, Year Built: 1975, Year Reconstructed: 1988, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 44,142 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 52,370 (year 2026), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: 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, Deck Geometry: Superior 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: Bituminous
Structure Number: 10000013009002, Location: 0.69 MILE SOUTH OF US 29 (Lat: 39.218556, Lng: -76.837161), Route carried "on" structure: State highway 175, Year Built: 1975, Year Reconstructed: 1988, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 44,142 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 52,370 (year 2026), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: 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, Deck Geometry: Superior 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: Bituminous
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Structure Number: 10000013009102, Location: 1.56 MILES N OF MD 175HC (Lat: 39.206775, Lng: -76.819364), Route carried "on" structure: State highway 175, Year Built: 1975, Year Reconstructed: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 44,142 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 57,266 (year 2032), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.652, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: 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, Deck Geometry: Superior 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: Bituminous
Structure Number: 10000013009102, Location: 1.56 MILES N OF MD 175HC (Lat: 39.206775, Lng: -76.819364), Route carried "on" structure: State highway 175, Year Built: 1975, Year Reconstructed: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 44,142 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 57,266 (year 2032), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.652, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: 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, Deck Geometry: Superior 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: Bituminous
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Structure Number: 100000130092011, Location: 0.5 MILE NORTH OF MD 108 (Lat: 39.187675, Lng: -76.806553), Route carried "on" structure: State highway 175, Year Built: 1975, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 30,855 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 40,112 (year 2032), Design Load: HS 20, Features Intersected: CO RTES 2035 & 2036
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.144, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130092011, Location: 0.5 MILE NORTH OF MD 108 (Lat: 39.187675, Lng: -76.806553), Route carried "on" structure: State highway 175, Year Built: 1975, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 30,855 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 40,112 (year 2032), Design Load: HS 20, Features Intersected: CO RTES 2035 & 2036
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.144, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130092012, Location: 0.5 MILE NORTH OF MD 108 (Lat: 39.187714, Lng: -76.807072), Route carried "on" structure: State highway 175, Year Built: 1975, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 34,795 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 45,233 (year 2032), Design Load: HS 20, Features Intersected: CO RTES 2035 & 2036
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.144, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130092012, Location: 0.5 MILE NORTH OF MD 108 (Lat: 39.187714, Lng: -76.807072), Route carried "on" structure: State highway 175, Year Built: 1975, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 34,795 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 45,233 (year 2032), Design Load: HS 20, Features Intersected: CO RTES 2035 & 2036
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.144, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130100013, Location: 1.0 MILE NORTH OF IS 95 (Lat: 39.166833, Lng: -76.839361), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 91,311 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 53,114 (year 2026), Design Load: HS 20, Features Intersected: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.552, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: 100000130100013, Location: 1.0 MILE NORTH OF IS 95 (Lat: 39.166833, Lng: -76.839361), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 91,311 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 53,114 (year 2026), Design Load: HS 20, Features Intersected: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.552, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: 100000130100014, Location: 1.0 MILE NORTH OF IS 95 (Lat: 39.166922, Lng: -76.838817), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 91,311 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 53,114 (year 2026), Design Load: HS 20, Features Intersected: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.552, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.0 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, Underclear: Equal to present minimum 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: 100000130100014, Location: 1.0 MILE NORTH OF IS 95 (Lat: 39.166922, Lng: -76.838817), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 91,311 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 53,114 (year 2026), Design Load: HS 20, Features Intersected: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.552, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.0 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, Underclear: Equal to present minimum 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: 100000130101013, Location: 3.22 MILES NORTH OF IS 95 (Lat: 39.181531, Lng: -76.874981), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 61,442 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 37,070 (year 2026), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.103, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130101013, Location: 3.22 MILES NORTH OF IS 95 (Lat: 39.181531, Lng: -76.874981), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 61,442 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 37,070 (year 2026), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.103, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130101014, Location: 3.22 MILES NORTH OF IS 95 (Lat: 39.181700, Lng: -76.874022), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 61,442 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 37,070 (year 2026), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.103, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000130101014, Location: 3.22 MILES NORTH OF IS 95 (Lat: 39.181700, Lng: -76.874022), Route carried "on" structure: State highway 32, Year Built: 1980, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 61,442 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 37,070 (year 2026), Design Load: HS 20, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.103, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000013010201, Location: 0.75 MI N OF MD 732 (Lat: 39.175883, Lng: -76.860161), Route carried "on" structure: County highway 1470, Year Built: 1981, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 5,031 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,200 (year 2026), Design Load: HS 20, Features Intersected: MD 32, Facility Carried by Structure: SHAKER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.8 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 desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013010201, Location: 0.75 MI N OF MD 732 (Lat: 39.175883, Lng: -76.860161), Route carried "on" structure: County highway 1470, Year Built: 1981, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 5,031 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,200 (year 2026), Design Load: HS 20, Features Intersected: MD 32, Facility Carried by Structure: SHAKER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.8 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 desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000013010301, Location: 0.47 MI N OF MD 732A (Lat: 39.173706, Lng: -76.850397), Route carried "on" structure: County highway 1161, Year Built: 1981, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 26,769 (year 2026), Design Load: HS 20, Features Intersected: MD 32, Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013010301, Location: 0.47 MI N OF MD 732A (Lat: 39.173706, Lng: -76.850397), Route carried "on" structure: County highway 1161, Year Built: 1981, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 26,769 (year 2026), Design Load: HS 20, Features Intersected: MD 32, Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 10000013010501, Location: 0.23 M S OF SHAKER DRIVE (Lat: 39.175242, Lng: -76.855331), Route carried "on" structure: State highway 32, Year Built: 1981, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 81,712 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 50,197 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.351, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013010501, Location: 0.23 M S OF SHAKER DRIVE (Lat: 39.175242, Lng: -76.855331), Route carried "on" structure: State highway 32, Year Built: 1981, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 81,712 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 50,197 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.351, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 10000013010601, Location: 0.23 M S OF SHAKER DRIVE (Lat: 39.174714, Lng: -76.856328), Route carried "on" structure: State highway 32, Year Built: 1981, Year Reconstructed: 2002, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 81,712 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 50,197 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013010601, Location: 0.23 M S OF SHAKER DRIVE (Lat: 39.174714, Lng: -76.856328), Route carried "on" structure: State highway 32, Year Built: 1981, Year Reconstructed: 2002, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 81,712 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 50,197 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 100000130114014, Location: 0.89 MILE NORTH OF US 29 (Lat: 39.183656, Lng: -76.889389), Route carried "on" structure: State highway 32, Year Built: 1985, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 61,442 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 37,070 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.524, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000130114014, Location: 0.89 MILE NORTH OF US 29 (Lat: 39.183656, Lng: -76.889389), Route carried "on" structure: State highway 32, Year Built: 1985, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 61,442 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 37,070 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.524, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: May 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: 10000013012401, Location: 0.63 MI S OF MD 32 (Lat: 39.154608, Lng: -76.837450), Route carried "on" structure: County highway 194, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,667 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,075 (year 2026), Design Load: HS 20, Features Intersected: IS 95 NBR, Facility Carried by Structure: VOLLMERHAUSEN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000013012401, Location: 0.63 MI S OF MD 32 (Lat: 39.154608, Lng: -76.837450), Route carried "on" structure: County highway 194, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,667 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,075 (year 2026), Design Load: HS 20, Features Intersected: IS 95 NBR, Facility Carried by Structure: VOLLMERHAUSEN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000013012601, Location: 0.31 MI S OF US 29 (Lat: 39.199911, Lng: -76.854922), Route carried "on" structure: County highway 1161, Year Built: 1992, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 21,848 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER, Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013012601, Location: 0.31 MI S OF US 29 (Lat: 39.199911, Lng: -76.854922), Route carried "on" structure: County highway 1161, Year Built: 1992, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 21,848 (year 2026), Design Load: HS 20, Features Intersected: LITTLE PATUXENT RIVER, Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000013012701, Location: 0.13 MI S OF US 29 (Lat: 39.201186, Lng: -76.857558), Route carried "on" structure: County highway 1161, Year Built: 1992, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 21,848 (year 2026), Design Load: HS 25 or greater, Features Intersected: US 29 RAMP 'D'(1), Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 55.3 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: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013012701, Location: 0.13 MI S OF US 29 (Lat: 39.201186, Lng: -76.857558), Route carried "on" structure: County highway 1161, Year Built: 1992, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 21,848 (year 2026), Design Load: HS 25 or greater, Features Intersected: US 29 RAMP 'D'(1), Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 55.3 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: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000013012801, Location: 1.77 MILES NORTH OF MD 32 (Lat: 39.203697, Lng: -76.857992), Route carried "on" structure: Ramp US 29, Year Built: 1991, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 10,581 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,626 (year 2038), Design Load: HS 25 or greater, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013012801, Location: 1.77 MILES NORTH OF MD 32 (Lat: 39.203697, Lng: -76.857992), Route carried "on" structure: Ramp US 29, Year Built: 1991, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 10,581 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,626 (year 2038), Design Load: HS 25 or greater, Features Intersected: US 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: 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: September 2021, 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: 10000013012901, Location: 1.79 MI S OF MD 175 (Lat: 39.202261, Lng: -76.859800), Route carried "on" structure: County highway 1161, Year Built: 1991, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,848 (year 2026), Design Load: HS 20, Features Intersected: US 29, Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013012901, Location: 1.79 MI S OF MD 175 (Lat: 39.202261, Lng: -76.859800), Route carried "on" structure: County highway 1161, Year Built: 1991, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 32,730 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,848 (year 2026), Design Load: HS 20, Features Intersected: US 29, Facility Carried by Structure: BROKEN LAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 10000013013101, Location: 0.65 MILE NORTH OF MD 32 (Lat: 39.189833, Lng: -76.869561), Route carried "on" structure: County highway 412, Year Built: 1993, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 5,031 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,790 (year 2025), Design Load: HS 20, Features Intersected: US 29 AND RAMP 'I'(7), Facility Carried by Structure: SENECA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013013101, Location: 0.65 MILE NORTH OF MD 32 (Lat: 39.189833, Lng: -76.869561), Route carried "on" structure: County highway 412, Year Built: 1993, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 5,031 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,790 (year 2025), Design Load: HS 20, Features Intersected: US 29 AND RAMP 'I'(7), Facility Carried by Structure: SENECA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000013013203, Location: 0.67 MIle North OF MD 32 (Lat: 39.190353, Lng: -76.870433), Route carried "on" structure: US 29, Year Built: 1992, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 3,132 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,145 (year 2038), Design Load: HS 20, Features Intersected: BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000013013203, Location: 0.67 MIle North OF MD 32 (Lat: 39.190353, Lng: -76.870433), Route carried "on" structure: US 29, Year Built: 1992, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 3,132 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,145 (year 2038), Design Load: HS 20, Features Intersected: BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000013013301, Location: 0.09 M E OF TEN OAKS ROAD (Lat: 39.207453, Lng: -76.941992), Route carried "on" structure: State highway 108, Year Built: 1996, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 19,870 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,372 (year 2026), Design Load: HS 25 or greater, Features Intersected: MD 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.018, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013013301, Location: 0.09 M E OF TEN OAKS ROAD (Lat: 39.207453, Lng: -76.941992), Route carried "on" structure: State highway 108, Year Built: 1996, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 19,870 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,372 (year 2026), Design Load: HS 25 or greater, Features Intersected: MD 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.018, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 10000013013403, Location: 0.88 MILE SOUTH OF MD 108 (Lat: 39.199906, Lng: -76.929083), Route carried "on" structure: State highway 32, Year Built: 1994, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 45,660 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 48,772 (year 2026), Design Load: HS 25 or greater, Features Intersected: CRICKET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 2021
Structure Number: 10000013013403, Location: 0.88 MILE SOUTH OF MD 108 (Lat: 39.199906, Lng: -76.929083), Route carried "on" structure: State highway 32, Year Built: 1994, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 45,660 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 48,772 (year 2026), Design Load: HS 25 or greater, Features Intersected: CRICKET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 2021
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Structure Number: 100000130135013, Location: 1.19 MILE NORTH OF US 29 (Lat: 39.184444, Lng: -76.896447), Route carried "on" structure: State highway 32, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 48,582 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,295 (year 2026), Design Load: HS 25 or greater, Features Intersected: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.034, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum 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: 100000130135013, Location: 1.19 MILE NORTH OF US 29 (Lat: 39.184444, Lng: -76.896447), Route carried "on" structure: State highway 32, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 48,582 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,295 (year 2026), Design Load: HS 25 or greater, Features Intersected: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.034, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum 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: 100000130135014, Location: 1.19 MILE NORTH OF US 29 (Lat: 39.184569, Lng: -76.895822), Route carried "on" structure: State highway 32, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 48,582 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,295 (year 2026), Design Load: HS 25 or greater, Features Intersected: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.034, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum 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: 100000130135014, Location: 1.19 MILE NORTH OF US 29 (Lat: 39.184569, Lng: -76.895822), Route carried "on" structure: State highway 32, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 48,582 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 31,295 (year 2026), Design Load: HS 25 or greater, Features Intersected: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.034, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum 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: 10000013013701, Location: 1.15 MI E OF MD 108 (Lat: 39.196744, Lng: -76.924267), Route carried "on" structure: County highway 2892, Year Built: 1995, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 3,513 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 4,050 (year 2026), Design Load: HS 25 or greater, Features Intersected: MD 32, Facility Carried by Structure: GREAT STAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000013013701, Location: 1.15 MI E OF MD 108 (Lat: 39.196744, Lng: -76.924267), Route carried "on" structure: County highway 2892, Year Built: 1995, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 3,513 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 4,050 (year 2026), Design Load: HS 25 or greater, Features Intersected: MD 32, Facility Carried by Structure: GREAT STAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 10000013013903, Location: 2.1 MILE NORTH OF MD 108 (Lat: 39.207181, Lng: -76.819736), Route carried "on" structure: State highway 175, Year Built: 1977, Year Reconstructed: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 44,142 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 57,266 (year 2032), Design Load: HS 20, Features Intersected: BR OF LITTLE PATUXENT RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.710, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very 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: October 2021
Structure Number: 10000013013903, Location: 2.1 MILE NORTH OF MD 108 (Lat: 39.207181, Lng: -76.819736), Route carried "on" structure: State highway 175, Year Built: 1977, Year Reconstructed: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 44,142 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 57,266 (year 2032), Design Load: HS 20, Features Intersected: BR OF LITTLE PATUXENT RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.710, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very 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: October 2021
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Structure Number: 100000130144013, Location: 0.86 MILE WEST OF MD 103 (Lat: 39.212325, Lng: -76.796250), Route carried "on" structure: State highway 100, Year Built: 1997, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 82,092 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 44,034 (year 2026), Design Load: HS 25 or greater, Features Intersected: SNOWDEN RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.860, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000130144013, Location: 0.86 MILE WEST OF MD 103 (Lat: 39.212325, Lng: -76.796250), Route carried "on" structure: State highway 100, Year Built: 1997, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 82,092 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 44,034 (year 2026), Design Load: HS 25 or greater, Features Intersected: SNOWDEN RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.860, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing