Bridge Statistics for Port Deposit, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 121ft / 36.9mTotal length
- $833,000Total costs
- 97,882Total average daily traffic
- 10,398Total average daily truck traffic
- 137,997Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Port Deposit
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 11920-1929
- 41930-1939
- 21940-1949
- 11950-1959
- 21960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 51980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 9.5%Very good
- 57.1%Good
- 19.0%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 18.2%Very good
- 31.8%Good
- 22.7%Satisfactory
- 18.2%Fair
- 4.5%Poor
- 4.5%Failed
- Bridge Condition - Substructure
- 4.5%Very good
- 36.4%Good
- 31.8%Satisfactory
- 22.7%Fair
- 4.5%Poor
- Bridge Condition - Channel
- 15.0%Very good
- 45.0%Good
- 35.0%Satisfactory
- 5.0%Poor
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Structure Number: 10000007002701, Location: 0.84 MILE NORTH OF MD 276 (Lat: 39.613858, Lng: -76.125922), Route carried "on" structure: State highway 222, Year Built: 2016, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 2,700 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,000 (year 2032), Features Intersected: ROCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000007002701, Location: 0.84 MILE NORTH OF MD 276 (Lat: 39.613858, Lng: -76.125922), Route carried "on" structure: State highway 222, Year Built: 2016, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 2,700 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,000 (year 2032), Features Intersected: ROCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 10000007006403, Location: 1.52 MILE NORTH OF MD 275 (Lat: 39.601906, Lng: -76.094153), Route carried "on" structure: State highway 222, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,701 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 3,113 (year 2026), Features Intersected: HAPPY VALLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000
Structure Number: 10000007006403, Location: 1.52 MILE NORTH OF MD 275 (Lat: 39.601906, Lng: -76.094153), Route carried "on" structure: State highway 222, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,701 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 3,113 (year 2026), Features Intersected: HAPPY VALLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000
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Structure Number: 200000CE000401, Location: 0.52 MI N OF RUSSELL RD (Lat: 39.658178, Lng: -76.103544), Route carried "on" structure: County highway 40, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2037), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: COLORA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000CE000401, Location: 0.52 MI N OF RUSSELL RD (Lat: 39.658178, Lng: -76.103544), Route carried "on" structure: County highway 40, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2037), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: COLORA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000CE004301, Location: 1.06 MILES N OF MD 276 (Lat: 39.639203, Lng: -76.088844), Route carried "on" structure: County highway 75, Year Built: 2016, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 350 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 570 (year 2038), Features Intersected: BRANCH OF BASIN RUN, Facility Carried by Structure: WAIBEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021
Structure Number: 200000CE004301, Location: 1.06 MILES N OF MD 276 (Lat: 39.639203, Lng: -76.088844), Route carried "on" structure: County highway 75, Year Built: 2016, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 350 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 570 (year 2038), Features Intersected: BRANCH OF BASIN RUN, Facility Carried by Structure: WAIBEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021
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Structure Number: 200000CE004701, Location: 0.12 MI S OF BASIN RUN RD (Lat: 39.659750, Lng: -76.145617), Route carried "on" structure: County highway 57, Year Built: 1981, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,410 (year 2037), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD, Facility Carried by Structure: DR JACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $3,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200000CE004701, Location: 0.12 MI S OF BASIN RUN RD (Lat: 39.659750, Lng: -76.145617), Route carried "on" structure: County highway 57, Year Built: 1981, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,410 (year 2037), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD, Facility Carried by Structure: DR JACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $3,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CE004801, Location: 0.19 MI S OF LIBERTY G RD (Lat: 39.655019, Lng: -76.117317), Route carried "on" structure: County highway 59, Year Built: 2007, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 460 (year 2037), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: FRIST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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
Structure Number: 200000CE004801, Location: 0.19 MI S OF LIBERTY G RD (Lat: 39.655019, Lng: -76.117317), Route carried "on" structure: County highway 59, Year Built: 2007, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 360 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 460 (year 2037), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: FRIST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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
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Structure Number: 200000CE004901, Location: 0.24 MI W OF COLORA RD (Lat: 39.650383, Lng: -76.107000), Route carried "on" structure: County highway 43, Year Built: 1930, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2037), Features Intersected: BASIN RUN, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $5,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber
Structure Number: 200000CE004901, Location: 0.24 MI W OF COLORA RD (Lat: 39.650383, Lng: -76.107000), Route carried "on" structure: County highway 43, Year Built: 1930, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2037), Features Intersected: BASIN RUN, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $5,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber
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Structure Number: 200000CE005003, Location: 0.26 MI S OF COLORA RD (Lat: 39.644656, Lng: -76.103081), Route carried "on" structure: County highway 44, Year Built: 2011, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 240 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 350 (year 2039), Features Intersected: BASIN RUN, Facility Carried by Structure: ROWLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000CE005003, Location: 0.26 MI S OF COLORA RD (Lat: 39.644656, Lng: -76.103081), Route carried "on" structure: County highway 44, Year Built: 2011, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 240 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 350 (year 2039), Features Intersected: BASIN RUN, Facility Carried by Structure: ROWLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000CE005101, Location: 0.19 MI S OF WAYNE ST (Lat: 39.655519, Lng: -76.084289), Route carried "on" structure: County highway 45, Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 970 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,720 (year 2039), Features Intersected: BASIN RUN, Facility Carried by Structure: FIRETOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $13,000, Total Project Cost: $42,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000CE005101, Location: 0.19 MI S OF WAYNE ST (Lat: 39.655519, Lng: -76.084289), Route carried "on" structure: County highway 45, Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 970 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,720 (year 2039), Features Intersected: BASIN RUN, Facility Carried by Structure: FIRETOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $13,000, Total Project Cost: $42,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000CE005301, Location: 0.03 MI S OF LINTON R RD (Lat: 39.637997, Lng: -76.042831), Route carried "on" structure: County highway 87, Year Built: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 600 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 980 (year 2037), Design Load: HS 25 or greater, Features Intersected: PRINCIPIO CREEK, Facility Carried by Structure: BELVIDERE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200000CE005301, Location: 0.03 MI S OF LINTON R RD (Lat: 39.637997, Lng: -76.042831), Route carried "on" structure: County highway 87, Year Built: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 600 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 980 (year 2037), Design Load: HS 25 or greater, Features Intersected: PRINCIPIO CREEK, Facility Carried by Structure: BELVIDERE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CE008701, Location: 0.03 MI N OF BASIN RUN RD (Lat: 39.656342, Lng: -76.133667), Route carried "on" structure: County highway 72, Year Built: 1977, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 90 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: NEW VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $7,000, Total Project Cost: $19,000, Deck Structure Type: Open Grating
Structure Number: 200000CE008701, Location: 0.03 MI N OF BASIN RUN RD (Lat: 39.656342, Lng: -76.133667), Route carried "on" structure: County highway 72, Year Built: 1977, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 90 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: NEW VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $7,000, Total Project Cost: $19,000, Deck Structure Type: Open Grating
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Structure Number: 200000CE008801, Location: 0.01 MI W OF HARMONY C DR (Lat: 39.655556, Lng: -76.136856), Route carried "on" structure: County highway 58, Year Built: 1983, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2037), Features Intersected: BASIN RUN, Facility Carried by Structure: BASIN RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $52,000, Deck Structure Type: Open Grating
Structure Number: 200000CE008801, Location: 0.01 MI W OF HARMONY C DR (Lat: 39.655556, Lng: -76.136856), Route carried "on" structure: County highway 58, Year Built: 1983, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 140 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2037), Features Intersected: BASIN RUN, Facility Carried by Structure: BASIN RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $52,000, Deck Structure Type: Open Grating
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Structure Number: 200000CE009001, Location: 0.1 MI E OF DR JACK RD (Lat: 39.659133, Lng: -76.144619), Route carried "on" structure: County highway 15, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 195 (year 2039), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: BASIN RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $6,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200000CE009001, Location: 0.1 MI E OF DR JACK RD (Lat: 39.659133, Lng: -76.144619), Route carried "on" structure: County highway 15, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 195 (year 2039), Design Load: HS 20, Features Intersected: BASIN RUN, Facility Carried by Structure: BASIN RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $6,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000CE009101, Location: 0.01 MI NE OF DR JACK RD (Lat: 39.662267, Lng: -76.145797), Route carried "on" structure: County highway 48, Year Built: 1884, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 430 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 540 (year 2037), Design Load: H 15, Features Intersected: BASIN RUN, Facility Carried by Structure: MCCAULEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Wood or Timber
Structure Number: 200000CE009101, Location: 0.01 MI NE OF DR JACK RD (Lat: 39.662267, Lng: -76.145797), Route carried "on" structure: County highway 48, Year Built: 1884, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 430 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 540 (year 2037), Design Load: H 15, Features Intersected: BASIN RUN, Facility Carried by Structure: MCCAULEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Wood or Timber
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Structure Number: 200000CE010801, Location: 0.5 MI N OF DR. JACK RD. (Lat: 39.655131, Lng: -76.121317), Route carried "on" structure: County highway 715, Year Built: 1929, Year Reconstructed: 2009, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 820 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,180 (year 2037), Design Load: HS 25 or greater, Features Intersected: BASIN RUN, Facility Carried by Structure: LIBERTY GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Better than present minimum 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: 200000CE010801, Location: 0.5 MI N OF DR. JACK RD. (Lat: 39.655131, Lng: -76.121317), Route carried "on" structure: County highway 715, Year Built: 1929, Year Reconstructed: 2009, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 820 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,180 (year 2037), Design Load: HS 25 or greater, Features Intersected: BASIN RUN, Facility Carried by Structure: LIBERTY GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Better than present minimum 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: 200000CE011201, Location: 0.7 N OF OLD SCHOOLHOUSE (Lat: 39.618161, Lng: -76.126028), Route carried "on" structure: County highway 715, Year Built: 1940, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,262 (year 2041), Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: LIBERTY GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000CE011201, Location: 0.7 N OF OLD SCHOOLHOUSE (Lat: 39.618161, Lng: -76.126028), Route carried "on" structure: County highway 715, Year Built: 1940, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,262 (year 2041), Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: LIBERTY GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000CEPD0101, Location: .01 MI S. OF RACE STREET (Lat: 39.615417, Lng: -76.123167), Route carried "on" structure: County highway , Year Built: 1940, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2026), Features Intersected: ROCK RUN, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Failed, Substructure: Fair, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2011, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Wood or Timber
Structure Number: 200000CEPD0101, Location: .01 MI S. OF RACE STREET (Lat: 39.615417, Lng: -76.123167), Route carried "on" structure: County highway , Year Built: 1940, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2026), Features Intersected: ROCK RUN, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Failed, Substructure: Fair, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2011, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Wood or Timber
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Structure Number: 200000CEPD0201, Location: 0.8 MI E OF MAIN ST. (Lat: 39.614447, Lng: -76.124194), Route carried "on" structure: City street 713, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 270 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 380 (year 2035), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: GRANITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Very 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000CEPD0201, Location: 0.8 MI E OF MAIN ST. (Lat: 39.614447, Lng: -76.124194), Route carried "on" structure: City street 713, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 270 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 380 (year 2035), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: GRANITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Very 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-001901, Location: 0.01 MILE S OF LAPIDUM RD (Lat: 39.597753, Lng: -76.128911), Route carried "on" structure: County highway 169, Year Built: 1930, Year Reconstructed: 1975, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 58 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: HERRING RUN, Facility Carried by Structure: STAFFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.029, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-001901, Location: 0.01 MILE S OF LAPIDUM RD (Lat: 39.597753, Lng: -76.128911), Route carried "on" structure: County highway 169, Year Built: 1930, Year Reconstructed: 1975, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 58 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: HERRING RUN, Facility Carried by Structure: STAFFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.029, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-002201, Location: 0.01 MI E OF WILKINSON RD (Lat: 39.607392, Lng: -76.146097), Route carried "on" structure: County highway 179, Year Built: 1955, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 154 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 184 (year 2040), Features Intersected: ROCK RUN, Facility Carried by Structure: ROCK RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-002201, Location: 0.01 MI E OF WILKINSON RD (Lat: 39.607392, Lng: -76.146097), Route carried "on" structure: County highway 179, Year Built: 1955, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 154 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 184 (year 2040), Features Intersected: ROCK RUN, Facility Carried by Structure: ROCK RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-002301, Location: 0.1 MI NW OF ROCK RUN RD (Lat: 39.609028, Lng: -76.143944), Route carried "on" structure: County highway 169, Year Built: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 287 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2039), Design Load: HS 20, Features Intersected: ROCK RUN, Facility Carried by Structure: STAFFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 70.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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
Structure Number: 200000H-002301, Location: 0.1 MI NW OF ROCK RUN RD (Lat: 39.609028, Lng: -76.143944), Route carried "on" structure: County highway 169, Year Built: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 287 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2039), Design Load: HS 20, Features Intersected: ROCK RUN, Facility Carried by Structure: STAFFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 70.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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
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Structure Number: 300000CEX925011, Location: 0.8 MI N OF SUSQUEHANNA R (Lat: 39.585431, Lng: -76.080519), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 38,081 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 53,416 (year 2041), Design Load: HS 20, Features Intersected: FRENCHTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.865, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 65.8 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: 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: 300000CEX925011, Location: 0.8 MI N OF SUSQUEHANNA R (Lat: 39.585431, Lng: -76.080519), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 38,081 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 53,416 (year 2041), Design Load: HS 20, Features Intersected: FRENCHTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.865, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 65.8 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: 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: 300000CEX925012, Location: 0.8 MI N OF SUSQUEHANNA R (Lat: 39.585700, Lng: -76.080481), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 46,815 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 65,666 (year 2041), Design Load: HS 20, Features Intersected: FRENCHTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.865, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, 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: 300000CEX925012, Location: 0.8 MI N OF SUSQUEHANNA R (Lat: 39.585700, Lng: -76.080481), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 46,815 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 65,666 (year 2041), Design Load: HS 20, Features Intersected: FRENCHTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.865, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, 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