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Bridge Statistics for Greenville, Delaware (DE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 112ft / 33.9mTotal length
  • $2,379,000Total costs
  • 155,112Total average daily traffic
  • 12,091Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Greenville
  • No street view available for this location

New bridges in Greenville, DE - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 11910-1919
  • 21920-1929
  • 21930-1939
  • 21960-1969
  • 21970-1979
  • 51980-1989
  • 21990-1999
  • 12010-2019
Reconstructed bridges in Greenville, DE - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Greenville, DE
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.2%Very good
  • 44.4%Good
  • 33.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.1%Very good
  • 44.4%Good
  • 44.4%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 44.4%Good
  • 44.4%Satisfactory
  • 11.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 26.7%Very good
  • 33.3%Good
  • 26.7%Satisfactory
  • 13.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 25.0%Satisfactory
  • 25.0%Fair
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Structure Number: 1002 232,  Location: ROCKLAND (Lat: 39.796986,  Lng: -75.575075),  Route carried "on" structure: County highway 232,  Year Built: 1933,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 3,409 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,277 (year 2042),  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: ROCKLAND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.3m (112.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 27.5 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: 21.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $607,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $910,000,  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: 1003 225,  Location: E. OF GUYENCOURT (Lat: 39.816994,  Lng: -75.569889),  Route carried "on" structure: State highway 92,  Year Built: 1990,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 8,076 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,037 (year 2042),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: THOMPSON BRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.083,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.3 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: 54.1 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  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: 1008 221,  Location: N/E OF CENTERVILLE (Lat: 39.835028,  Lng: -75.575889),  Route carried "on" structure: County highway 221,  Year Built: 1960,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 2,265 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,841 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB. TO BRANDYWINE,  Facility Carried by Structure: BRANDYWINE CREEK R
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.2 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: 39.2 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1009 221,  Location: N. OF BRANDYWINE CREEK SP (Lat: 39.837733,  Lng: -75.579103),  Route carried "on" structure: County highway 221,  Year Built: 1839,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,348 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,946 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: SMITH BRIDGE RD
Minimum Vertical Clearance: 3.90m (12.80ft),  Kilometerpoint: 4.040,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $365,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1014 221,  Location: N/E OF CENTERVILLE (Lat: 39.837253,  Lng: -75.573325),  Route carried "on" structure: County highway 221,  Year Built: 1962,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 2,265 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,841 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB. TO BRANDYWINE CRK,  Facility Carried by Structure: BEAVER DAM RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 40.5 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: 31.4 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1016 221,  Location: N/E OF CENTERVILLE (Lat: 39.838911,  Lng: -75.571794),  Route carried "on" structure: County highway 221,  Year Built: 1988,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,867 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,343 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BEAVER VALLEY CREEK,  Facility Carried by Structure: BEAVER DAM RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.9 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: 47.3 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $263,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1017 221,  Location: N/E OF CENTERVILLE (Lat: 39.839356,  Lng: -75.565683),  Route carried "on" structure: County highway 221,  Year Built: 1987,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 2,265 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,841 (year 2042),  Design Load: HS 20,  Features Intersected: BEAVER CREEK TRIBUTARY,  Facility Carried by Structure: BEAVER DAM RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.729,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.1 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: 36.9 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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: Bituminous
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Structure Number: 1018 221,  Location: N. OF BRANDYWINE S.P. (Lat: 39.839172,  Lng: -75.564839),  Route carried "on" structure: County highway 221,  Year Built: 1987,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 2,348 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,946 (year 2043),  Design Load: HS 20,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: BEAVER DAM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.761,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Fair,  Culverts: 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Bituminous
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Structure Number: 1023A231,  Location: BRANDYWINE AREA (Lat: 39.816514,  Lng: -75.585167),  Route carried "on" structure: County highway 231,  Year Built: 1918,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 308 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 386 (year 2043),  Design Load: HS 20,  Features Intersected: READING RR,  Facility Carried by Structure: GUYENCOURT RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 48.9 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: 37.6 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $209,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1024 004,  Location: NORTH OF WILMINGTON (Lat: 39.816153,  Lng: -75.549064),  Route carried "on" structure: US 202,  Year Built: 1987,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 49,658 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,307 (year 2042),  Design Load: HS 20,  Features Intersected: ROCKY RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.194,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: 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: 97.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020
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Structure Number: 1067,  Location: BRANDYWINE STATE PARK (Lat: 39.801350,  Lng: -75.583422),  Route carried "on" structure: State lands road ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 124 (year 2043),  Design Load: HS 20,  Features Intersected: WILSON RUN,  Facility Carried by Structure: STATE PARK ENTRANC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.2 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: 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: Better than present minimum criteria,  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: 1068 235,  Location: ROCKLAND (Lat: 39.796917,  Lng: -75.575611),  Route carried "on" structure: County highway 235,  Year Built: 1925,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 6,337 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,951 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: WILSON RUN,  Facility Carried by Structure: ROCKLAND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.5 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: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $126,000,  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: 1069 232,  Location: ROCKLAND (Lat: 39.798031,  Lng: -75.576503),  Route carried "on" structure: County highway 232,  Year Built: 1933,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,145 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,946 (year 2043),  Design Load: HL 93,  Features Intersected: WILSON RUN,  Facility Carried by Structure: ADAMS DAM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.8 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: 43.1 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $173,000,  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: 1071 232,  Location: WEST OF ROCKLAND (Lat: 39.803336,  Lng: -75.588072),  Route carried "on" structure: State highway 100,  Year Built: 1993,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 6,294 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,897 (year 2043),  Design Load: HS 20,  Features Intersected: TRIB. TO WILSONS RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.021,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $99,000
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Structure Number: 1536 231,  Location: S/E OF CENTREVILLE (Lat: 39.814917,  Lng: -75.586750),  Route carried "on" structure: County highway 231,  Year Built: 2011,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 308 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 382 (year 2043),  Design Load: HS 20,  Features Intersected: WATERWAY,  Facility Carried by Structure: GUYENCOURT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.1m (13.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 61.6 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: 42.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 1589 009,  Location: GREENVILLE (Lat: 39.772594,  Lng: -75.592283),  Route carried "on" structure: State highway 52,  Year Built: 1976,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 17,336 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,752 (year 2042),  Design Load: HS 20,  Features Intersected: SR 141, NEW BRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.420,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to 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
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Structure Number: 1608 009,  Location: GREENVILLE (Lat: 39.781972,  Lng: -75.600583),  Route carried "on" structure: State highway 52,  Year Built: 1925,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 16,148 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,381 (year 2042),  Features Intersected: WATERWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.196,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000
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Structure Number: 1589 009,  Location: GREENVILLE (Lat: 39.772594,  Lng: -75.592283),  Route carried "under" structure: State highway 141,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 30,636 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 141, NEW BRIDGE RD,  Facility Carried by Structure: KENNETT PK/SR52
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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