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:
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S-135 Canal ' (1) ·
'SCOTTS CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'CAMINO REAL ' (1) ·
'CARTER RD. ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SUMMIT BLVD ' (1) ·
'SW Wood St. ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Turnbull Bay Road ' (1)
Number 008:
790171 (1) ·
794022 (1) ·
884015 (1) ·
890800 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
934126 (1) ·
934201 (1) ·
934240 (1) ·
934950 (1) ·
934960 (1) ·
936551 (1) ·
937706 (1)
Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'500FT WEST OF I-95 ' (1) ·
'LPGA Blvd. at I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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