Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Indian River 
& 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: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'Indian River Relief ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL CANAL D ' (1) ·
'Main Canal ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Inlet ' (1) ·
'SEBASTIAN RIVER PRONG ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'53RD STREET ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'97 TH STREET ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1)
Number 008:
880005 (1) ·
880018 (1) ·
880019 (1) ·
880030 (1) ·
880044 (1) ·
880047 (1) ·
880052 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880062 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
884003 (1) ·
884016 (1) ·
884019 (1) ·
884020 (1) ·
884024 (1) ·
884036 (1) ·
884047 (1) ·
884055 (1) ·
884061 (1)
Location 009:
'0.4MI N OF 49TH ST. ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1MI NORTH OF SR-60 ' (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) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 141st ST ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27335447 (1) ·
27363565 (1) ·
27370119 (1) ·
27381900 (1) ·
27384653 (1) ·
27385917 (1) ·
27385953 (1) ·
27390014 (1) ·
27391331 (1) ·
27403887 (1) ·
27412374 (1) ·
27413235 (1) ·
27413662 (1) ·
27445538 (1) ·
27445662 (1) ·
27451178 (1) ·
27461915 (1) ·
27481770 (1) ·
27513635 (1)
Longitude 017:
80245245 (1) ·
80254429 (1) ·
80255073 (1) ·
80255800 (1) ·
80264603 (1) ·
80265430 (1) ·
80274529 (1) ·
80274670 (1) ·
80284675 (1) ·
80291224 (1) ·
80294317 (1) ·
80294404 (1) ·
80294417 (1) ·
80301990 (1) ·
80303713 (1) ·
80304500 (1) ·
80365155 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80513039 (1) ·
80513106 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 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)
Future 114:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
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