Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Substructure 060:
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.
& 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:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Boca Inlet ' (1) ·
'Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'Main Canal ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'90TH AVE ' (1) ·
'A1A ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'RANGE LINERD CR609' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-404 EB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'WB N. Lake Blvd. ' (1) ·
SR-518 (1)
Number 008:
700148 (1) ·
700184 (1) ·
704019 (1) ·
794016 (1) ·
880018 (1) ·
880019 (1) ·
880030 (1) ·
880044 (1) ·
880047 (1) ·
880062 (1) ·
884016 (1) ·
884020 (1) ·
884036 (1) ·
884047 (1) ·
930015 (1) ·
930060 (1) ·
930195 (1) ·
936550 (1) ·
940026 (1) ·
940027 (1) ·
940038 (1)
Location 009:
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'SR-404 EB-Banana River ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26202096 (1) ·
26233940 (1) ·
26482851 (1) ·
26490288 (1) ·
27122264 (1) ·
27232266 (1) ·
27234679 (1) ·
27335447 (1) ·
27363565 (1) ·
27381900 (1) ·
27390014 (1) ·
27391331 (1) ·
27403887 (1) ·
27412374 (1) ·
27413235 (1) ·
27445538 (1) ·
27445662 (1) ·
28075792 (1) ·
28124312 (1) ·
28171453 (1) ·
29203187 (1)
Longitude 017:
80040089 (1) ·
80040599 (1) ·
80042082 (1) ·
80055515 (1) ·
80245245 (1) ·
80255073 (1) ·
80255800 (1) ·
80262430 (1) ·
80274529 (1) ·
80282176 (1) ·
80285306 (1) ·
80291224 (1) ·
80294317 (1) ·
80294404 (1) ·
80294417 (1) ·
80303713 (1) ·
80304500 (1) ·
80370269 (1) ·
80371385 (1) ·
80443323 (1) ·
81051074 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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 21 results in range #1 to #21.
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