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:
Direction 005e:
Features 006a:
'C STANLEY WEAVER CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Konomac Canal ' (1) ·
'L-5 Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'Briar Creek Blvd. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'Fort Florida Road ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hood Road ' (1) ·
'ISLAND WAY ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LOCKS ROAD ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'Tadlock Ave. ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Volco Road ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1) ·
'Wilden Road ' (1)
Number 008:
704085 (1) ·
704086 (1) ·
704191 (1) ·
705500 (1) ·
794131 (1) ·
794133 (1) ·
794162 (1) ·
884053 (1) ·
890138 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
930353 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930394 (1) ·
930398 (1) ·
934240 (1) ·
934927 (1) ·
934950 (1) ·
936551 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26200920 (1) ·
26235178 (1) ·
26322054 (1) ·
26422645 (1) ·
26501416 (1) ·
26515340 (1) ·
26554560 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
26583556 (1) ·
27060944 (1) ·
27134072 (1) ·
27150311 (1) ·
27385877 (1) ·
27512287 (1) ·
27512302 (1) ·
27580021 (1) ·
28003795 (1) ·
28515436 (1) ·
28543436 (1) ·
28544228 (1)
Longitude 017:
80040825 (1) ·
80070400 (1) ·
80075632 (1) ·
80085370 (1) ·
80085830 (1) ·
80090063 (1) ·
80090683 (1) ·
80095067 (1) ·
80120027 (1) ·
80133779 (1) ·
80140376 (1) ·
80162515 (1) ·
80184167 (1) ·
80232401 (1) ·
80312618 (1) ·
80312721 (1) ·
80321860 (1) ·
80325084 (1) ·
80355219 (1) ·
80543046 (1) ·
80544759 (1) ·
81205307 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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:
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) ·
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)
Future 114:
Clearance 116:
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