RTE 303 over 987C 987C85011025 WB: RT (Route: 303)
Num:1045360x
Open: no restriction [A]
Built: 1958, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface:

Bridge Dimensions
Length: 50 m = 164.1 ft
Main Spans: 2 at 20.7 m = 67.9 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 12.2 m = 40.0 ft (4 Lanes) and Out-To-Out: 18 m = 59.1 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
JCT RTE 303+PIP

Condition
Deck: Not Applicable [N]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 59.4 metric ton = 65.3 tons ()
Inventory: 23.2 metric ton = 25.5 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2020 [1020] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 16033 (2017) and Trucks: 6%
Future ADT: 16108 (In 2039 )

RTE 987C over CSX TRANSPRTATION (Route: 987)
Num:1068609x
Open: no restriction [A]
Built: 2001, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 30.8 m = 101.1 ft
Main Spans: 1 at 30.5 m = 100.1 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 33.3 m = 109.3 ft (6 Lanes) and Out-To-Out: 34.8 m = 114.2 ft for a 27.7 m = 90.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
0.2 MI N JCT PIP+RTE 303

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 97.2 metric ton = 106.9 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 81.3 metric ton = 89.4 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 54925 (2011) and Trucks: 4%
Future ADT: 77482 (In 2039 )

RTE 987C over WESTERN HIGHWAY (Route: 987)
Num:1068619x
Open: no restriction [A]
Built: 1956, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 18 m = 59.1 ft
Main Spans: 1 at 14.9 m = 48.9 ft
Approach Spans: 0
Skew: 7
Width, Roadway: 26.6 m = 87.3 ft (6 Lanes) and Out-To-Out: 32.3 m = 106.0 ft for a 26.5 m = 86.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
.3 MI N JCT PIP & SH 303

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 57 metric ton = 62.7 tons ()
Inventory: 23.3 metric ton = 25.6 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 54925 (2011) and Trucks: 4%
Future ADT: 77482 (In 2039 )

RTE 987C over UPPER SPARKILL CR (Route: 987)
Num:1068591x
Open: no restriction [A]
Built: 1954, Reconstructed: 2001
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface:

Bridge Dimensions
Length: 9.8 m = 32.2 ft
Main Spans: 1 at 8.5 m = 27.9 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 13.3 m = 43.6 ft (3 Lanes) and Out-To-Out: 14.8 m = 48.6 ft for a 13.3 m = 43.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
1.2 MI N JCT PIP+RTE 340

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 78.1 metric ton = 85.9 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 60.3 metric ton = 66.3 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 24601 (2011) and Trucks: 1%
Future ADT: 34704 (In 2039 )

RTE 987C over UPPER SPARKILL CR (Route: 987)
Num:1068592x
Open: no restriction [A]
Built: 1954, Reconstructed: 2001
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 9.8 m = 32.2 ft
Main Spans: 1 at 8.5 m = 27.9 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 10.8 m = 35.4 ft (2 Lanes) and Out-To-Out: 14.8 m = 48.6 ft for a 9.4 m = 30.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
1.2 MI N JCT PIP+RTE 340

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 61.7 metric ton = 67.9 tons (Load Factor(LF) [1])
Inventory: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 24601 (2011) and Trucks: 1%
Future ADT: 34704 (In 2039 )

RTE 303 over SPARKILL CREEK (Route: 303)
Num:1045350x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface:

Bridge Dimensions
Length: 7.6 m = 24.9 ft
Main Spans: 2 at 3 m = 9.8 ft
Approach Spans: 0
Skew: 20
Width, Roadway: 0 m = 0.0 ft (4 Lanes) and Out-To-Out: 0 m = 0.0 ft for a 18 m = 59.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Highway Agency [01], DOT District: 85
0.4 MI S JCT SH 303 & PIP

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 18.5 metric ton = 20.4 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 14.3 metric ton = 15.7 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: N/A [N]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 18811 (2017) and Trucks: 3%
Future ADT: 18899 (In 2039 )

KINGS HIGHWAY over RTE 987C (Route: 0)
Num:1068570x
Open: no restriction [A]
Built: 1954, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 23.2 m = 76.1 ft
Main Spans: 1 at 19.5 m = 64.0 ft
Approach Spans: 0
Skew: 35
Width, Roadway: 10.5 m = 34.5 ft (2 Lanes) and Out-To-Out: 14.3 m = 46.9 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
1.1 MI N JCT PIP+RTE 340

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 57.1 metric ton = 62.8 tons ()
Inventory: 20.6 metric ton = 22.7 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 4823 (2018) and Trucks: 2%
Future ADT: 5967 (In 2039 )