Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Kind 043a:
Prestressed concrete
& Superstructure 059:
Fair
& Kind 043a:
Prestressed concrete
& Superstructure 059:
Fair Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'L-10 Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'POPPELTON CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Inlet ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'TAYLOR CREEK ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Entrnce Rd to FDOT' (1) ·
'FLEMING STREET ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Service Road ' (1) ·
'SR-404 WB ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST ' (1)
Number 008:
700077 (1) ·
704019 (1) ·
704048 (1) ·
880005 (1) ·
884053 (1) ·
884065 (1) ·
885604 (1) ·
885605 (1) ·
890015 (1) ·
890039 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
930805 (1) ·
934487 (1) ·
934943 (1) ·
934944 (1) ·
935218 (1) ·
935501 (1) ·
935900 (1) ·
936550 (1) ·
940029 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'SR-404 WB - Indian River ' (1)
Latitude 016:
26194915 (1) ·
26195136 (1) ·
26235789 (1) ·
26252859 (1) ·
26331032 (1) ·
26484825 (1) ·
26490288 (1) ·
26582879 (1) ·
26590684 (1) ·
27020590 (1) ·
27112188 (1) ·
27120310 (1) ·
27275808 (1) ·
27380220 (1) ·
27385877 (1) ·
27474990 (1) ·
27475995 (1) ·
27513635 (1) ·
28122319 (1) ·
28171453 (1) ·
28370440 (1)
Longitude 017:
80040020 (1) ·
80040599 (1) ·
80045345 (1) ·
80054858 (1) ·
80065384 (1) ·
80075125 (1) ·
80081246 (1) ·
80115706 (1) ·
80120923 (1) ·
80152526 (1) ·
80174285 (1) ·
80194850 (1) ·
80232401 (1) ·
80241142 (1) ·
80264868 (1) ·
80265430 (1) ·
80291127 (1) ·
80293742 (1) ·
80334956 (1) ·
80390071 (1) ·
80443323 (1) ·
80480991 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 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 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:
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