Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C STANLEY WEAVER CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LIPTOG CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'North Lake ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'Rio Mar Bay ' (1) ·
'Service Rd & Canal ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CHERRY ROAD ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB North Lake Blvd' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Investment Lane ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'MAPP ROAD ' (1) ·
'NW 27TH AVE. ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'River Drive ' (1) ·
'SR A1A ' (1) ·
'SR-401 NB ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
700117 (1) ·
794015 (1) ·
794121 (1) ·
794186 (1) ·
885810 (1) ·
885812 (1) ·
890107 (1) ·
894044 (1) ·
894059 (1) ·
930050 (1) ·
930195 (1) ·
930197 (1) ·
930392 (1) ·
934162 (1) ·
934229 (1) ·
934240 (1) ·
934275 (1) ·
934350 (1) ·
934482 (1) ·
934900 (1) ·
934950 (1) ·
935221 (1) ·
937710 (1) ·
940084 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-401 NB - Barge Canal ' (1)
Latitude 016:
26195472 (1) ·
26195500 (1) ·
26212337 (1) ·
26260295 (1) ·
26322054 (1) ·
26360890 (1) ·
26415000 (1) ·
26422060 (1) ·
26422645 (1) ·
26440066 (1) ·
26475245 (1) ·
26482760 (1) ·
26482851 (1) ·
26561812 (1) ·
26583556 (1) ·
27035280 (1) ·
27102500 (1) ·
27204020 (1) ·
27382700 (1) ·
27384120 (1) ·
28243318 (1) ·
29031634 (1) ·
29031702 (1) ·
29123848 (1)
Longitude 017:
80035730 (1) ·
80040089 (1) ·
80040198 (1) ·
80051026 (1) ·
80053241 (1) ·
80055370 (1) ·
80055517 (1) ·
80055723 (1) ·
80061975 (1) ·
80070200 (1) ·
80072029 (1) ·
80074380 (1) ·
80075632 (1) ·
80080218 (1) ·
80095067 (1) ·
80142440 (1) ·
80161000 (1) ·
80184167 (1) ·
80214400 (1) ·
80244948 (1) ·
80375518 (1) ·
81010311 (1) ·
81184073 (1) ·
81184077 (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: (Click arrow to add another value)
Deck 058:
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:
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) ·
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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