Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Date:
04-19 
& Deck 058:
Satisfactory
& 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.
& Deck 058:
Satisfactory
& 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. Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Boca Inlet ' (1) ·
'CANAL L-20 ' (1) ·
'Deep Creek ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Inlet ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
INDIAN RIVER (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'A1A ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-415 ' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 (SR-5) ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-518 (1)
Number 008:
700148 (1) ·
700184 (1) ·
703001 (1) ·
703002 (1) ·
790033 (1) ·
794016 (1) ·
880005 (1) ·
880018 (1) ·
880019 (1) ·
880062 (1) ·
884016 (1) ·
884019 (1) ·
884020 (1) ·
884024 (1) ·
884036 (1) ·
884047 (1) ·
930004 (1) ·
930060 (1) ·
930269 (1) ·
936550 (1) ·
940015 (1) ·
940058 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
KENNEDY SPACE CENTER (1) ·
SR-518 over Indian River (1)
Latitude 016:
26202096 (1) ·
26465867 (1) ·
26490288 (1) ·
26495569 (1) ·
27241547 (1) ·
27283927 (1) ·
27335447 (1) ·
27363565 (1) ·
27370119 (1) ·
27390014 (1) ·
27391331 (1) ·
27403887 (1) ·
27412374 (1) ·
27413235 (1) ·
27481770 (1) ·
27513635 (1) ·
28075792 (1) ·
28124312 (1) ·
28313826 (1) ·
28313884 (1) ·
28535974 (1) ·
29203187 (1)
Longitude 017:
80025351 (1) ·
80033671 (1) ·
80040599 (1) ·
80042082 (1) ·
80215950 (1) ·
80245245 (1) ·
80255073 (1) ·
80265430 (1) ·
80270308 (1) ·
80274529 (1) ·
80284675 (1) ·
80294317 (1) ·
80294404 (1) ·
80294417 (1) ·
80301990 (1) ·
80304500 (1) ·
80370269 (1) ·
80371385 (1) ·
80454983 (1) ·
81051074 (1) ·
81080270 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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