Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12118 (1) ·
12130 (1) ·
12131 (1) ·
12154 (1) ·
12197 (1) ·
12207 (1) ·
13678 (1) ·
13709 (1) ·
13753 (1) ·
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15217 (1) ·
15220 (1) ·
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15632 (1) ·
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15723 (1) ·
16029 (1) ·
16030 (1) ·
16048 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'BESSEY CREEK ' (1) ·
'Dirksen Drive ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FECRR ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-520 EB ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-1 ' (1)
Number 008:
700012 (1) ·
700030 (1) ·
700031 (1) ·
700082 (1) ·
700137 (1) ·
700148 (1) ·
790042 (1) ·
790099 (1) ·
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930334 (1) ·
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940049 (1) ·
940050 (1) ·
940082 (1)
Location 009:
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (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) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'US-1 - FECRR ' (1)
Latitude 016:
26220464 (1) ·
26371314 (1) ·
26474455 (1) ·
26554196 (1) ·
27033219 (1) ·
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27154481 (1) ·
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28521781 (1)
Longitude 017:
80075399 (1) ·
80090356 (1) ·
80101495 (1) ·
80101893 (1) ·
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80184796 (1) ·
80210806 (1) ·
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80290638 (1) ·
80301990 (1) ·
80371385 (1) ·
80371403 (1) ·
80375608 (1) ·
80375690 (1) ·
80430520 (1) ·
80483851 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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 not over waterway. (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:
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