Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Kind 043a:
Prestressed concrete
& Deck 058:
Satisfactory
& Kind 043a:
Prestressed concrete
& Deck 058:
Satisfactory Use the filters below to narrow your results.
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Drainage Ditch ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'Loxahatchee River ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Padgett Creek ' (1) ·
'Sebastian Inlet ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'DUDA ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-40 WB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'US-1 ' (1) ·
'Willowood Drive ' (1)
Number 008:
700007 (1) ·
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945256 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Lake Washington Rd ' (1) ·
'City of Jupiter ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Palm Beach - Broward Line' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
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Longitude 017:
80025351 (1) ·
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80400400 (1) ·
80424100 (1) ·
80491520 (1) ·
81020286 (1) ·
81030053 (1) ·
81070414 (1) ·
81070520 (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: (Click arrow to add another value)
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)
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) ·
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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