Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CR-707(Citrus Ave)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'GORDY ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1)
Number 008:
940015 (1) ·
940045 (1) ·
940047 (1) ·
940049 (1) ·
940050 (1) ·
940072 (1) ·
940076 (1) ·
940082 (1) ·
940096 (1) ·
940097 (1) ·
940951 (1) ·
944010 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Just North of SR70 on I95' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
N/A (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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