Bridge Statistics for Chester, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100318,  Location: 2.6 MI E JCT US 6 & SH207 (Lat: 41.374664,  Lng: -74.294636),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,224 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,751 (year 2040),  Design Load: HS 20,  Features Intersected: 17 17 83101152 WB, RTE,  Facility Carried by Structure: ARCADIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,484,000,  Roadway Improvement Cost: $1,454,000,  Total Project Cost: $3,938,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100319,  Location: JCT SH 94 & US6 / SH17 (Lat: 41.358194,  Lng: -74.286694),  Route carried "on" structure: US 6,  Year Built: 2009,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 53,184 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 75,026 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK MEADOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.363,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 60.3m (197.8ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,256,000,  Roadway Improvement Cost: $3,078,000,  Total Project Cost: $8,334,000 ( Estimate for 2021)

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Structure Number: 1003209,  Location: JCT SH 17 & SH 94 (Lat: 41.357758,  Lng: -74.286533),  Route carried "on" structure: US 6,  Year Built: 2008,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 53,184 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 75,026 (year 2040),  Design Load: HL 93,  Features Intersected: West Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.411,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 40.7m (133.5ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  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: 47.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,178,000,  Roadway Improvement Cost: $3,618,000,  Total Project Cost: $9,796,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1003219,  Location: .9 MI E JCT SH 17 & SH 94 (Lat: 41.349886,  Lng: -74.275725),  Route carried "on" structure: US 6,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.04m (23.10ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: MIDDLETOWN & NJ RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.746,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $10,250,000,  Roadway Improvement Cost: $6,002,000,  Total Project Cost: $16,252,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1003229,  Location: 1.0 MI E JCT RTS 17+94 (Lat: 41.349797,  Lng: -74.274553),  Route carried "on" structure: US 17,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.64m (18.50ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.843,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 34.5m (113.2ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,154,000,  Roadway Improvement Cost: $4,775,000,  Total Project Cost: $12,930,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100323,  Location: 1.3 MI E JCT SH 17 & SH94 (Lat: 41.350939,  Lng: -74.268158),  Route carried "on" structure: State highway 17M,  Year Built: 2006,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 6,981 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,637 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 17 17 83101177, RTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.930,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 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: 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,565,000,  Roadway Improvement Cost: $2,673,000,  Total Project Cost: $7,238,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100324,  Location: 2.7 MI E JCT RTS 17+94 (Lat: 41.352264,  Lng: -74.243028),  Route carried "on" structure: US 6,  Year Built: 1956,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 52,825 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 74,520 (year 2040),  Design Load: HS 20,  Features Intersected: SEELY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.675,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,842,000,  Roadway Improvement Cost: $1,079,000,  Total Project Cost: $2,921,000 ( Estimate for 2021)

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Structure Number: 101457,  Location: 0.6 MI N JCT RTS 17M & 94 (Lat: 41.365908,  Lng: -74.288744),  Route carried "on" structure: State highway 17M,  Year Built: 1994,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 6,092 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,537 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $784,000,  Roadway Improvement Cost: $459,000,  Total Project Cost: $1,243,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101458,  Location: .6 MI S JCT SH17M & SH 94 (Lat: 41.351606,  Lng: -74.272739),  Route carried "on" structure: State highway 17M,  Year Built: 1941,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 10,542 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,043 (year 2040),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN/NJ TRAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.528,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,238,000,  Roadway Improvement Cost: $2,482,000,  Total Project Cost: $6,720,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101459,  Location: 3.2 MI W JCT RTS 17M+208 (Lat: 41.350528,  Lng: -74.240869),  Route carried "on" structure: State highway 17M,  Year Built: 1935,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 4,604 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,696 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SEELY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,518,000,  Roadway Improvement Cost: $1,475,000,  Total Project Cost: $3,993,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103482,  Location: .1 MI W JCT SH 94 & SH17M (Lat: 41.357711,  Lng: -74.287056),  Route carried "on" structure: ServiceOther road ,  Year Built: 2008,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,510 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,314 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK MEADOW CREEK,  Facility Carried by Structure: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $912,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $1,447,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103483,  Location: .9 MI E JCT SH 94 & SH17M (Lat: 41.364025,  Lng: -74.271883),  Route carried "on" structure: State highway 94,  Year Built: 1950,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 4,827 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,863 (year 2040),  Design Load: HS 20,  Features Intersected: ORANGE CO TRAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.923,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,868,000,  Roadway Improvement Cost: $1,679,000,  Total Project Cost: $4,547,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10776,  Location: .3 MI SE JCT SH 17 & SH94 (Lat: 41.354442,  Lng: -74.290431),  Route carried "on" structure: Alternate State highway 94,  Year Built: 2004,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 6,687 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,123 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.751,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 82.6 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: 63.8 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,343,000,  Roadway Improvement Cost: $786,000,  Total Project Cost: $2,129,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107761,  Location: JCT SH 17 & SH 94 (Lat: 41.354606,  Lng: -74.284622),  Route carried "on" structure: Alternate State highway 94,  Year Built: 2004,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 15,453 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,772 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 6 17 83101169, RTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.234,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,025,000,  Roadway Improvement Cost: $2,943,000,  Total Project Cost: $7,968,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 22231,  Location: WEST OF CHESTER TOWN LINE (Lat: 41.359019,  Lng: -74.239758),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 601 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 841 (year 2035),  Design Load: HS 20,  Features Intersected: HERITAGE TRAIL,  Facility Carried by Structure: GREYCOURT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  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: 40.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.01m (26.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,618,000,  Roadway Improvement Cost: $2,119,000,  Total Project Cost: $5,737,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226963,  Location: 1.4 MI JCT SH 17M & SH 94 (Lat: 41.348933,  Lng: -74.286783),  Route carried "on" structure: Business Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.92m (6.30ft),  Truck Traffic: 4%,  Features Intersected: TRIBUTARY BLACK MEADOW C,  Facility Carried by Structure: ELIZABETH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $754,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334424,  Location: 1 MILE EAST OF CHESTER (Lat: 41.357450,  Lng: -74.254158),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 601 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 841 (year 2035),  Features Intersected: SEELY BROOK,  Facility Carried by Structure: OLD OXFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,092,000,  Roadway Improvement Cost: $639,000,  Total Project Cost: $1,731,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 334426,  Location: 1 MI NW OF CHESTER (Lat: 41.371892,  Lng: -74.283475),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,055 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,477 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BLACK MEADOW CREEK,  Facility Carried by Structure: HAMBLETONIAN AVENU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $780,000,  Roadway Improvement Cost: $457,000,  Total Project Cost: $1,237,000 ( Estimate for 2021)

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Structure Number: 334456,  Location: 2.5 MI SE OF GOSHEN (Lat: 41.382931,  Lng: -74.291467),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,665 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,331 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK MEADOW CRK,  Facility Carried by Structure: KNOELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $341,000,  Total Project Cost: $923,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100318,  Location: 2.6 MI E JCT US 6 & SH207 (Lat: 41.374664,  Lng: -74.294636),  Route carried "under" structure: US 17,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 38,470 (year 1998),  Features Intersected: 17 17 83101152 WB, RTE,  Facility Carried by Structure: ARCADIA ROAD
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 24.537,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 1003209,  Location: JCT SH 17 & SH 94 (Lat: 41.357758,  Lng: -74.286533),  Route carried "under" structure: ServiceState highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 1979),  Features Intersected: West Road,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1003229,  Location: 1.0 MI E JCT RTS 17+94 (Lat: 41.349797,  Lng: -74.274553),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2021),  Features Intersected: COUNTY ROAD 13,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 100323,  Location: 1.3 MI E JCT SH 17 & SH94 (Lat: 41.350939,  Lng: -74.268158),  Route carried "under" structure: US 17,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 46,500 (year 2003),  Features Intersected: 17 17 83101177, RTE 17
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 600.157,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 107761,  Location: JCT SH 17 & SH 94 (Lat: 41.354606,  Lng: -74.284622),  Route carried "under" structure: US 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 43,083 (year 2000),  Features Intersected: 6 17 83101169, RTE 6,  Facility Carried by Structure: RTE 94
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 598.548,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 77121,  Location: AT CHESTER (Lat: 41.362558,  Lng: -74.269219),  Route carried "under" structure: Other road ,  Year Built: 1915,  Structure Length: 0. m,  Features Intersected: MEADOW AVENUE,  Facility Carried by Structure: EX ERIE RAILROAD
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.3m (33.8ft)