Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Elbow Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Padgett Creek ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR A1A ' (1) ·
'SR-40 WB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'US-1 ' (1)
Number 008:
700007 (1) ·
700008 (1) ·
700203 (1) ·
790027 (1) ·
790099 (1) ·
790941 (1) ·
880051 (1) ·
880053 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
884058 (1) ·
884060 (1) ·
885601 (1) ·
930239 (1) ·
930269 (1) ·
930319 (1) ·
930361 (1) ·
935206 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A on Singer Island ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
26201913 (1) ·
26214420 (1) ·
26465867 (1) ·
26490902 (1) ·
26554196 (1) ·
27335447 (1) ·
27392294 (1) ·
27392357 (1) ·
27412374 (1) ·
27421622 (1) ·
27431010 (1) ·
27431016 (1) ·
27452066 (1) ·
27453074 (1) ·
27453510 (1) ·
27481770 (1) ·
28015978 (1) ·
28070512 (1) ·
28072700 (1) ·
28520760 (1) ·
28520804 (1) ·
29151780 (1)
Longitude 017:
80022456 (1) ·
80025351 (1) ·
80054930 (1) ·
80060914 (1) ·
80090356 (1) ·
80230306 (1) ·
80230357 (1) ·
80250470 (1) ·
80252909 (1) ·
80255073 (1) ·
80274430 (1) ·
80274529 (1) ·
80284193 (1) ·
80285095 (1) ·
80290638 (1) ·
80301990 (1) ·
80344732 (1) ·
80374336 (1) ·
80375049 (1) ·
81072482 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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