40TH STREET over UP RR SPUR (Route: 0)
Num: 33C0399x
Open: no restriction [A]
Built: 1995, Reconstructed: N/A [0000]
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): 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: 273 m = 895.7 ft
Main Spans: 8 at 39.6 m = 129.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 19.5 m = 64.0 ft (4 Lanes) and Out-To-Out: 22.3 m = 73.2 ft for a 22 m = 72.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Emeryville [22594]: Alameda County [001], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 4
500 FT W OF HORTON ST

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 54.1 metric ton = 59.5 tons ()
Inventory: 32.4 metric ton = 35.6 tons ()

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 8630 (1997) and Trucks: 2%
Future ADT: 10940 (In 2042 )

W580-E&W80 CONNCTR over UP RR:BNSF RY:AMTRAK:ETC (Route: 580)
Num: 33 0061Rx
Open: no restriction [A]
Built: 1935, Reconstructed: 1999
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 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: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 1124.1 m = 3688.2 ft
Main Spans: 51 at 38.4 m = 126.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 10 m = 32.8 ft for a 10 m = 32.8 ft approaching roadway.
Vertical Clearance: 4.67 m = 15.3 ft and Navigational Clearance: 0 = N/A

Location
Oakland [53000]: Alameda County [001], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-ALA-580-46.50R-OAK

Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 13.5 / H 15 [2]
Operating: 45 metric ton = 49.5 tons (Load Factor(LF) [1])
Inventory: 26.9 metric ton = 29.6 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 55000 (2009) and Trucks: 3%
Future ADT: 75000 (In 2037 )

E&W80-E580 CONNCTR over UP RR:BNSF RY:AMTRAK:ETC (Route: 580)
Num: 33 0061Lx
Open: no restriction [A]
Built: 1955, Reconstructed: 2007
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 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: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 1218 m = 3996.3 ft
Main Spans: 55 at 37.2 m = 122.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 10 m = 32.8 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 4.49 m = 14.7 ft and Navigational Clearance: 0 = N/A

Location
Oakland [53000]: Alameda County [001], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-ALA-580-46.50L-OAK

Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 43.4 metric ton = 47.7 tons (Load Factor(LF) [1])
Inventory: 25.9 metric ton = 28.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 55000 (2009) and Trucks: 3%
Future ADT: 75000 (In 2037 )

W80 HOV-TOLL PLAZA over INTERSTATE 80 WB (Route: 80)
Num: 33 0601x
Open: no restriction [A]
Built: 1998, Reconstructed: N/A [0000]
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): Prestressed concrete continuous [6] Box beam or girders - Multiple [05]
Approach Span(s): Concrete continuous [2] Slab [01]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 704 m = 2309.8 ft
Main Spans: 8 at 62.5 m = 205.1 ft
Approach Spans: 26
Skew: 14
Width, Roadway: 8.5 m = 27.9 ft (1 Lanes) and Out-To-Out: 9.6 m = 31.5 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Emeryville [22594]: Alameda County [001], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-ALA-080-3.14-EMV

Condition
Deck: Fair [5]
Superstructure: Fair [5]
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: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 1999 [399] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 20000 (2011) and Trucks: 2%
Future ADT: 30503 (In 2038 )

INTERSTATE 80 over TEMESCAL CREEK (Route: 80)
Num: 33 0278x
Open: no restriction [A]
Built: 1936, Reconstructed: 1997
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] Culvert [19]
Approach Span(s): Concrete continuous [2] Slab [01]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 34.2 m = 112.2 ft
Main Spans: 4 at 21.4 m = 70.2 ft
Approach Spans: 2
Skew: 2
Width, Roadway: 61 m = 200.1 ft (14 Lanes) and Out-To-Out: 62 m = 203.4 ft for a 82 m = 269.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Emeryville [22594]: Alameda County [001], California [06]
Owned by State Highway Agency [01], DOT District: 4
04-ALA-080-3.49-EMV

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 40.5 metric ton = 44.6 tons ()
Inventory: 24.3 metric ton = 26.7 tons ()

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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: March 1999 [399] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 531000 (2009) and Trucks: 8%
Future ADT: 814248 (In 2037 )