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:
Route 005d:
Direction 005e:
Features 006a:
'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) ·
'IWW Indian River ' (1) ·
'Loxahatchee River ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Relief E.of North Bridge' (1) ·
'Sebastian Inlet ' (1) ·
'SR 710 & SCL RR ' (1) ·
'St. Johns River ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'DUDA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'US-1 ' (1) ·
'Willowood Drive ' (1)
Number 008:
700007 (1) ·
700008 (1) ·
704032 (1) ·
704203 (1) ·
790030 (1) ·
790152 (1) ·
795521 (1) ·
880005 (1) ·
880051 (1) ·
880053 (1) ·
880077 (1) ·
885601 (1) ·
930159 (1) ·
930239 (1) ·
930269 (1) ·
930339 (1) ·
934516 (1) ·
934519 (1) ·
936550 (1) ·
940035 (1) ·
940046 (1) ·
940094 (1) ·
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) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (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) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Lake Washington Rd ' (1) ·
'City of Jupiter ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
26400360 (1) ·
26401808 (1) ·
26465867 (1) ·
26474455 (1) ·
26490288 (1) ·
26554196 (1) ·
26565506 (1) ·
27161021 (1) ·
27222772 (1) ·
27272767 (1) ·
27284570 (1) ·
27375640 (1) ·
27452066 (1) ·
27453074 (1) ·
27453510 (1) ·
27513635 (1) ·
28030000 (1) ·
28070512 (1) ·
28072700 (1) ·
28085200 (1) ·
28425058 (1) ·
29012564 (1) ·
29143174 (1)
Longitude 017:
80025351 (1) ·
80040599 (1) ·
80052130 (1) ·
80075399 (1) ·
80090356 (1) ·
80184630 (1) ·
80190872 (1) ·
80203293 (1) ·
80221680 (1) ·
80231068 (1) ·
80250470 (1) ·
80252909 (1) ·
80265430 (1) ·
80290638 (1) ·
80374336 (1) ·
80375049 (1) ·
80381684 (1) ·
80400400 (1) ·
80424100 (1) ·
80491520 (1) ·
80550332 (1) ·
81020286 (1) ·
81030053 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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:
Direction 102: (Click arrow to add another value)
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:
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