STATE ROUTE 82 over SAN FRANCISQUITO CREEK (Route: 82)
Num: 37 0018x
Open: no restriction [A]
Built: 1913, Reconstructed: 1955
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 19.2 m = 63.0 ft
Main Spans: 1 at 18.3 m = 60.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 33.5 m = 109.9 ft (8 Lanes) and Out-To-Out: 40.6 m = 133.2 ft for a 34 m = 111.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Palo Alto [55282]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-082-26.36-PA

Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 78 metric ton = 85.8 tons (Allowable Stress(AS) [2])
Inventory: 47.1 metric ton = 51.8 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 41250 (2009) and Trucks: 4%
Future ADT: 78680 (In 2042 )

ALMA ST over UNIVERSITY AVE (Route: 0)
Num: 37C0005x
Open: no restriction [A]
Built: 1940, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 24.7 m = 81.0 ft
Main Spans: 4 at 9.4 m = 30.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 21.3 m = 69.9 ft (4 Lanes) and Out-To-Out: 26.4 m = 86.6 ft for a 21.3 m = 69.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Palo Alto [55282]: Santa Clara County [085], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 4
AT UNIVERSITY AVE

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 13.5 / H 15 [2]
Operating: 47 metric ton = 51.7 tons (Load Factor(LF) [1])
Inventory: 28.2 metric ton = 31.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
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: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 22000 (2016) and Trucks: 2%
Future ADT: 24300 (In 2040 )

UNIVERSITY AVENUE over STATE ROUTE 82 (Route: 0)
Num: 37 0092x
Open: no restriction [A]
Built: 1940, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 44.5 m = 146.0 ft
Main Spans: 4 at 14.2 m = 46.6 ft
Approach Spans: 0
Skew: 23
Width, Roadway: 21.3 m = 69.9 ft (6 Lanes) and Out-To-Out: 28.3 m = 92.9 ft for a 22.6 m = 74.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Palo Alto [55282]: Santa Clara County [085], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-SCL-082-25.88-PA

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: M 13.5 / H 15 [2]
Operating: 37.9 metric ton = 41.7 tons (Load Factor(LF) [1])
Inventory: 23 metric ton = 25.3 tons (Load Factor(LF) [1])

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 minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 24900 (2003) and Trucks: 2%
Future ADT: 37409 (In 2042 )