Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1)
Number 008:
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
890082 (1) ·
890083 (1) ·
890085 (1) ·
930223 (1) ·
930235 (1) ·
930334 (1) ·
940049 (1)
Location 009:
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (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 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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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