HistoricBridges.org Bridge Locator

Nearby Bridges in NBI 2021: 9

NB RTE 85 ON-RAMP over INTERSTATE 280 (Route: 85)
Num: 37 0545Sx
Open: no restriction [A]
Built: 1993, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 87.8 m = 288.1 ft
Main Spans: 2 at 43.5 m = 142.7 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 8.2 m = 26.9 ft (1 Lanes) and Out-To-Out: 9.6 m = 31.5 ft for a 9 m = 29.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Sunnyvale [77000]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.40-SUNV

Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 54.1 metric ton = 59.5 tons (Unknown [A])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [A])

Appraisal
Structural: Better than present minimum criteria [7]
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: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 6600 (2004) and Trucks: 1%
Future ADT: 10235 (In 2037 )

NB RTE 85 ON-RAMP over S85-S280 CONNECTOR RAMP (Route: 85)
Num: 37 0544Sx
Open: no restriction [A]
Built: 1993, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 43.3 m = 142.1 ft
Main Spans: 1 at 42.4 m = 139.1 ft
Approach Spans: 0
Skew: 9
Width, Roadway: 8.2 m = 26.9 ft (1 Lanes) and Out-To-Out: 9.6 m = 31.5 ft for a 9 m = 29.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Sunnyvale [77000]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.33-SUNV

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 54.1 metric ton = 59.5 tons (Unknown [A])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [A])

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 6600 (2004) and Trucks: 1%
Future ADT: 10235 (In 2037 )

N85-N280 CONNECTOR over S85-S280 CONNECTOR (Route: 85)
Num: 37 0229Gx
Open: no restriction [A]
Built: 1971, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 42.7 m = 140.1 ft
Main Spans: 1 at 42.2 m = 138.5 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 13.3 m = 43.6 ft for a 13 m = 42.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Cupertino [17610]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.35-CPO

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 90.4 metric ton = 99.4 tons (Load Factor(LF) [1])
Inventory: 32.4 metric ton = 35.6 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 23500 (2004) and Trucks: 2%
Future ADT: 36702 (In 2037 )

N85-N280 CONNECTOR over INTERSTATE 280 (Route: 85)
Num: 37 0226Gx
Open: no restriction [A]
Built: 1971, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 90.8 m = 297.9 ft
Main Spans: 2 at 46.8 m = 153.6 ft
Approach Spans: 0
Skew: 31
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 13.3 m = 43.6 ft for a 13 m = 42.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Sunnyvale [77000]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.43-SUNV

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.8 metric ton = 109.8 tons (Load Factor(LF) [1])
Inventory: 32.4 metric ton = 35.6 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 23500 (2004) and Trucks: 2%
Future ADT: 36702 (In 2037 )

STATE ROUTE 85 over S85-S280 CONNECTOR (Route: 85)
Num: 37 0230x
Open: no restriction [A]
Built: 1971, 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): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 36.1 m = 118.4 ft
Main Spans: 1 at 34.7 m = 113.9 ft
Approach Spans: 0
Skew: 35
Width, Roadway: 34.1 m = 111.9 ft (6 Lanes) and Out-To-Out: 35.8 m = 117.5 ft for a 34.7 m = 113.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Sunnyvale [77000]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.35-SUNV

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 79.1 metric ton = 87.0 tons (Load Factor(LF) [1])
Inventory: 32.4 metric ton = 35.6 tons (Load Factor(LF) [1])

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 121000 (2009) and Trucks: 1%
Future ADT: 168991 (In 2037 )

STATE ROUTE 85 over INTERSTATE 280 (Route: 85)
Num: 37 0227x
Open: no restriction [A]
Built: 1967, Reconstructed: 1971
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 112.8 m = 370.1 ft
Main Spans: 4 at 28 m = 91.9 ft
Approach Spans: 0
Skew: 26
Width, Roadway: 37.7 m = 123.7 ft (7 Lanes) and Out-To-Out: 40 m = 131.2 ft for a 39.6 m = 129.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Sunnyvale [77000]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.41-SUNV

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 76.1 metric ton = 83.7 tons (Load Factor(LF) [1])
Inventory: 45.7 metric ton = 50.3 tons (Load Factor(LF) [1])

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: June 2020 [0620] and Frequency: 48

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 121000 (2009) and Trucks: 1%
Future ADT: 170120 (In 2037 )

STATE ROUTE 85 over N85-N280 CONNECTOR (Route: 85)
Num: 37 0232x
Open: no restriction [A]
Built: 1967, Reconstructed: 1971
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 46.9 m = 153.9 ft
Main Spans: 3 at 21.3 m = 69.9 ft
Approach Spans: 0
Skew: 35
Width, Roadway: 33.5 m = 109.9 ft (6 Lanes) and Out-To-Out: 35.2 m = 115.5 ft for a 35 m = 114.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Sunnyvale [77000]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.53-SUNV

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 18 / H 20 [4]
Operating: 36.3 metric ton = 39.9 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 27.9 metric ton = 30.7 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 115000 (2009) and Trucks: 3%
Future ADT: 140650 (In 2037 )

S85-S280 CONNECTOR over INTERSTATE 280 (Route: 85)
Num: 37 0228Fx
Open: no restriction [A]
Built: 1967, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 109.1 m = 358.0 ft
Main Spans: 4 at 35.4 m = 116.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 11.3 m = 37.1 ft (2 Lanes) and Out-To-Out: 12.4 m = 40.7 ft for a 12 m = 39.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Cupertino [17610]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.49-CPO

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 71.6 metric ton = 78.8 tons (Load Factor(LF) [1])
Inventory: 42.8 metric ton = 47.1 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 18500 (2004) and Trucks: 2%
Future ADT: 28947 (In 2037 )

S85-S280 CONNECTOR over N85-N280 CONNECTOR (Route: 85)
Num: 37 0231Fx
Open: no restriction [A]
Built: 1967, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 29.7 m = 97.4 ft
Main Spans: 1 at 29.6 m = 97.1 ft
Approach Spans: 0
Skew: 6
Width, Roadway: 11.3 m = 37.1 ft (2 Lanes) and Out-To-Out: 12.4 m = 40.7 ft for a 12 m = 39.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Cupertino [17610]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-085-R18.60-CPO

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 32.1 metric ton = 35.3 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 24.6 metric ton = 27.1 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: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 18500 (2004) and Trucks: 2%
Future ADT: 28947 (In 2037 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S - Dismantled and/or in storage. L - Severe loss of historic integrity due to alteration.

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