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:
Features 006a:
'CANAL E-84 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Miami Canal L-25 ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
Number 008:
700043 (1) ·
700076 (1) ·
700078 (1) ·
700109 (1) ·
700123 (1) ·
700142 (1) ·
930294 (1) ·
930537 (1) ·
930538 (1) ·
930806 (1) ·
931011 (1) ·
940050 (1) ·
940162 (1) ·
940163 (1) ·
945262 (1)
Location 009:
'0.5Mi S of PAAR DRIVE ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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