HWB - Bridges
The following models are available:
HWB.GF | All bridges subjected ground failure effects
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.1 | Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.10 | Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.11 | Modern seismic design concrete bridge with continuous spans and not classified as HWB9
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.12 | Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.13 | California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.14 | Modern seismic design steel bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.15 | Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.16 | Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.17 | Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.18 | California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.19 | Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.2 | Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.20 | Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.21 | Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.22 | Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.23 | Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.24 | Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.25 | California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.26 | Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.27 | California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.28 | A bridge that is not classified as HWB1-HWB27
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.3 | Conventional (early seismic) design single-span bridge
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.4 | Modern seismic design single-span bridge
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.5 | Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.6 | California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.7 | Modern seismic design concrete bridge with multi-column bents and simply-supported spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.8 | California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans
Suggested Block Size: 1 EA (round up to integer quantity)
HWB.GS.9 | California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans
Suggested Block Size: 1 EA (round up to integer quantity)