Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12118 (1) ·
12130 (1) ·
12148 (1) ·
12152 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BRITT CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FECRR ' (1) ·
'Gabordy's Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'Indian River West Relief' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Tomoka River ' (1) ·
'US-17-92-St Johns River ' (1) ·
'US-17/92 ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRITT RD ' (1) ·
'COUNTY LINE RD ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'EB SR-710 ' (1) ·
'I-4 EB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Riverside Drive ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-472 ' (1) ·
'SR-528 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
SR-A1A SB (1)
Number 008:
700012 (1) ·
700030 (1) ·
700076 (1) ·
700080 (1) ·
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700142 (1) ·
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935900 (1) ·
940082 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. S of 10th Street ' (1) ·
'200ft. W of A1A ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26235789 (1) ·
26291118 (1) ·
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26522014 (1) ·
26571548 (1) ·
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29154580 (1)
Longitude 017:
80040020 (1) ·
80044085 (1) ·
80044341 (1) ·
80044372 (1) ·
80065384 (1) ·
80095581 (1) ·
80104223 (1) ·
80144324 (1) ·
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80170422 (1) ·
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80303713 (1) ·
80370748 (1) ·
80371385 (1) ·
80371403 (1) ·
80375608 (1) ·
80380233 (1) ·
80392343 (1) ·
80392362 (1) ·
80451679 (1) ·
80483851 (1) ·
80511310 (1) ·
80534962 (1) ·
80534993 (1) ·
80544173 (1) ·
81012278 (1) ·
81070414 (1) ·
81070520 (1) ·
81175636 (1) ·
81190878 (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:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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:
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