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

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Structure Number: 1377 435,  Location: SOUTH OF SUMMIT BRIDGE (Lat: 39.510033,  Lng: -75.752350),  Route carried "on" structure: State highway 15,  Year Built: 2002,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,136 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,869 (year 2042),  Design Load: HL 93,  Features Intersected: BACK CREEK,  Facility Carried by Structure: CHOPTANK RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.2 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: 30.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $735,000,  Total Project Cost: $735,000,  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: 1406 43,  Location: NORTH MIDDLETOWN LIMITS (Lat: 39.462439,  Lng: -75.687711),  Route carried "on" structure: County highway 430,  Year Built: 1981,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 4,380 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,444 (year 2043),  Design Load: HS 20,  Features Intersected: DOVE NEST BRANCH,  Facility Carried by Structure: BRICK MILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 6 months,  Inspection Date: August 2021

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Structure Number: 1407 442,  Location: S.E. OF MIDDLETOWN (Lat: 39.437892,  Lng: -75.693403),  Route carried "on" structure: County highway 442,  Year Built: 1931,  Year Reconstructed: 1939,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,821 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,992 (year 2043),  Features Intersected: SILVER LAKE SPILLWY,  Facility Carried by Structure: SILVER LAKE RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $73,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413 432,  Location: SOUTH OF SUMMIT BRIDGE (Lat: 39.506028,  Lng: -75.746258),  Route carried "on" structure: County highway 432,  Year Built: 1975,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,672 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,078 (year 2043),  Design Load: HS 20,  Features Intersected: BACK CREEK,  Facility Carried by Structure: CHURCHTOWN RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021

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Structure Number: 1443 038,  Location: S/E MIDDLETOWN LIMITS (Lat: 39.434411,  Lng: -75.683058),  Route carried "on" structure: County highway 38,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,200 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,760 (year 2043),  Design Load: HS 20,  Features Intersected: NOXONTOWN POND/SPILLWAY,  Facility Carried by Structure: NOXONTOWN RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.800,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 33.4 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: 26.2 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: Somewhat better than minimum adequacy,  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: March 2021

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Structure Number: 1444 084,  Location: NORTHEAST OF MIDDLETOWN (Lat: 39.509472,  Lng: -75.692139),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 11,570 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,830 (year 2040),  Design Load: HL 93,  Features Intersected: WATERWAY/WILDLIFE X-ING
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.148,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.1 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: 34.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 1445 449,  Location: S.E. OF ODESSA (Lat: 39.427528,  Lng: -75.631833),  Route carried "on" structure: State highway 9,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 724 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 899 (year 2042),  Design Load: HS 20,  Features Intersected: HANGMAN RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.040,  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: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 58.6 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: 45.4 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1460N084,  Location: WEST OF MIDDLETOWN (Lat: 39.524444,  Lng: -75.666250),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 12.29m (40.32ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,841 (year 2040),  Design Load: HL 93,  Features Intersected: SCOTT RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.544,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1465,  Location: E. OF TOWNSEND (Lat: 39.406381,  Lng: -75.644319),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 123 (year 2042),  Design Load: HS 20,  Features Intersected: BEAVER BRANCH,  Facility Carried by Structure: GLEN MOHR DR.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2020,  Deck Structure Type: Closed Grating

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Structure Number: 1466N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.506917,  Lng: -75.692806),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,830 (year 2040),  Design Load: HL 93,  Features Intersected: SR896/BOYDS CORNER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.843,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.1 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: 51.2 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: Equal 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: November 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: 1466S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.507111,  Lng: -75.693056),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,830 (year 2040),  Design Load: HL 93,  Features Intersected: SR896/BOYDS CORNER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.009,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.1 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: 51.2 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: Equal 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: November 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: 1467N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.496361,  Lng: -75.702028),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,830 (year 2040),  Design Load: HL 93,  Features Intersected: DRAWYER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.362,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.2 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: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 1467S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.496556,  Lng: -75.702167),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,830 (year 2040),  Design Load: HL 93,  Features Intersected: DRAWYER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.474,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.2 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: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 1468N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.489750,  Lng: -75.715083),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 2,800 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,415 (year 2040),  Design Load: HL 93,  Features Intersected: N/S RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.026,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.3 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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1468S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.490056,  Lng: -75.715028),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 2,800 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,415 (year 2040),  Design Load: HL 93,  Features Intersected: N/S RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.793,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.3 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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1470N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.488583,  Lng: -75.717389),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,415 (year 2040),  Design Load: HL 93,  Features Intersected: SR71/SUMMIT BRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.785,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 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: 35.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1470S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.488944,  Lng: -75.717222),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,415 (year 2040),  Design Load: HL 93,  Features Intersected: SUMMIT BRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.019,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: 33.7 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 desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1472N084,  Location: North of Middletown (Lat: 39.480583,  Lng: -75.723944),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,817 (year 2040),  Design Load: HL 93,  Features Intersected: ARMSTRONG CORNER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.707,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 41.5 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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 1472S084,  Location: N OF MIDDLETOWN (Lat: 39.480611,  Lng: -75.724306),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,189 (year 2040),  Design Load: HL 93,  Features Intersected: ARMSTRONG CORNER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.161,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.5 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1475 437,  Location: NORTHWEST OF MIDDLETOWN (Lat: 39.456472,  Lng: -75.741500),  Route carried "on" structure: City street 15,  Year Built: 2017,  Status: Open,  Structure Length: 4.64m (15.22ft),  Average Daily Traffic: 2,310 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,587 (year 2040),  Design Load: HL 93,  Features Intersected: US 301,  Facility Carried by Structure: BUNKER HILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 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: 32.7 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1477N084,  Location: WEST OF MIDDLETOWN (Lat: 39.448694,  Lng: -75.748028),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,232 (year 2040),  Design Load: HL 93,  Features Intersected: TRIB TO SANDY BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.538,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.6 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: 37.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1477S084,  Location: WEST OF MIDDLETOWN (Lat: 39.448611,  Lng: -75.748500),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,232 (year 2040),  Design Load: HL 93,  Features Intersected: TRIB TO SANDY BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.346,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 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: 41.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1479 6617,  Location: WEST OF MIDDLETOWN (Lat: 39.447250,  Lng: -75.750528),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 792 (year 2040),  Design Load: HL 93,  Features Intersected: SANDY BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.9 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: 40.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1480N084,  Location: WEST OF MIDDLETOWN (Lat: 39.446417,  Lng: -75.750222),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,232 (year 2040),  Design Load: HL 93,  Features Intersected: SANDY BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.6 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: 44.4 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1480S084,  Location: WEST OF MIDDLETOWN (Lat: 39.446722,  Lng: -75.750361),  Route carried "on" structure: US 301,  Year Built: 2018,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,232 (year 2040),  Design Load: HL 93,  Features Intersected: SANDY BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.619,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 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: 44.4 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1482 01,  Location: SOUTHWEST OF MIDDLETOWN (Lat: 39.444944,  Lng: -75.751833),  Route carried "on" structure: State highway 299,  Year Built: 2018,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 16,015 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,246 (year 2040),  Design Load: HL 93,  Features Intersected: US301
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.097,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.7 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: 49.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1486 445,  Location: SOUTHWEST OF MIDDLETOWN (Lat: 39.415111,  Lng: -75.766722),  Route carried "on" structure: State highway 445,  Year Built: 2018,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 682 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 814 (year 2040),  Design Load: HL 93,  Features Intersected: US 301,  Facility Carried by Structure: STRAWBERRY LANE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.2 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: 45.4 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1503 447,  Location: SOUTH OF MIDDLETOWN (Lat: 39.432903,  Lng: -75.716917),  Route carried "on" structure: County highway 447,  Year Built: 2010,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,425 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,706 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: ST. ANNS CHURCH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 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: 51.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $314,000,  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: 1504 442,  Location: S.E. OF MIDDLETOWN (Lat: 39.438058,  Lng: -75.693331),  Route carried "on" structure: County highway 442,  Year Built: 1939,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 4,821 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,992 (year 2043),  Design Load: H 20,  Features Intersected: SILVER LAKE SPILLWAY,  Facility Carried by Structure: SILVER LAKE RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1507N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.484167,  Lng: -75.721750),  Route carried "on" structure: Interstate 301,  Year Built: 2018,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,408 (year 2040),  Design Load: HL 93,  Features Intersected: CONNECTOR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.141,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 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: 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: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1507S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.484278,  Lng: -75.722000),  Route carried "on" structure: Interstate 301,  Year Built: 2018,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,090 (year 2040),  Design Load: HL 93,  Features Intersected: CONNECTOR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.711,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 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: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1508B6611,  Location: WEST OF MIDDLETOWN (Lat: 39.445472,  Lng: -75.749444),  Route carried "on" structure: Ramp US 301,  Year Built: 2018,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,585 (year 2040),  Design Load: HL 93,  Features Intersected: SANDY BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Very good,  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: 64.8 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 1906N083,  Location: SOUTH OF ODESSA (Lat: 39.442467,  Lng: -75.664503),  Route carried "on" structure: State highway 1,  Year Built: 1999,  Status: Open,  Structure Length: 26.55m (87.11ft),  Average Daily Traffic: 23,428 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,395 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: APPOQUINIMINK RIVER,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.0 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: 32.4 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: Equal to present desirable 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1906S083,  Location: SOUTH OF ODESSA (Lat: 39.442275,  Lng: -75.664750),  Route carried "on" structure: State highway 1,  Year Built: 1999,  Status: Open,  Structure Length: 28.33m (92.95ft),  Average Daily Traffic: 18,626 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,150 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: APPOQUINIMINK RIVER,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.651,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.3 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: 34.7 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 desirable 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1907N08,  Location: N/E OF TOWNSEND (Lat: 39.406672,  Lng: -75.662867),  Route carried "on" structure: State highway 80,  Year Built: 2003,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 21,017 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,122 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: PINE TREE RD,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.907,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.1 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: 50.2 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: Equal 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1907S08,  Location: N/E OF TOWNSEND (Lat: 39.406669,  Lng: -75.663222),  Route carried "on" structure: State highway 1,  Year Built: 2003,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 21,017 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,122 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: PINE TREE ROAD,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.262,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 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: 50.2 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1466N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.506917,  Lng: -75.692806),  Route carried "under" structure: State highway 896,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 13,918 (year 2019),  Truck Traffic: 10%,  Features Intersected: SR896/BOYDS CORNER RD,  Facility Carried by Structure: US301
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1466S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.507111,  Lng: -75.693056),  Route carried "under" structure: State highway 896,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 13,918 (year 2019),  Truck Traffic: 10%,  Features Intersected: SR896/BOYDS CORNER RD,  Facility Carried by Structure: US301
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1470N084,  Location: NORTH OF MIDDLETOWN (Lat: 39.488583,  Lng: -75.717389),  Route carried "under" structure: State highway 71,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 27,435 (year 2017),  Truck Traffic: 9%,  Features Intersected: SR71/SUMMIT BRIDGE RD,  Facility Carried by Structure: US301 NB
Minimum Vertical Clearance: 6.57m (21.56ft),  Kilometerpoint: 4.377,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1470S084,  Location: NORTH OF MIDDLETOWN (Lat: 39.488944,  Lng: -75.717222),  Route carried "under" structure: US 71,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 27,435 (year 2017),  Truck Traffic: 9%,  Features Intersected: SUMMIT BRIDGE RD,  Facility Carried by Structure: US301 SB
Minimum Vertical Clearance: 6.39m (20.96ft),  Kilometerpoint: 4.426,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1472N084,  Location: North of Middletown (Lat: 39.480583,  Lng: -75.723944),  Route carried "under" structure: County highway 429,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 2,011 (year 2019),  Truck Traffic: 10%,  Features Intersected: ARMSTRONG CORNER RD,  Facility Carried by Structure: US 301
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 6.598,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 1472S084,  Location: N OF MIDDLETOWN (Lat: 39.480611,  Lng: -75.724306),  Route carried "under" structure: County highway 429,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 2,011 (year 2019),  Truck Traffic: 10%,  Features Intersected: ARMSTRONG CORNER RD,  Facility Carried by Structure: US301
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 6.630,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)