Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1980 or
1992
& Channel 061:
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.
:
1980 or
1992
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Babcock Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-76A ' (1) ·
'HARRIS RD ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HURON WAY ' (1) ·
'INDIAN STREET ' (1) ·
'LAWRENCE ROAD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SIMARA STREET ' (1) ·
'SR-50 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'US-1 (SR-5) ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1)
Number 008:
700178 (1) ·
704042 (1) ·
794123 (1) ·
794124 (1) ·
880085 (1) ·
884062 (1) ·
890093 (1) ·
890102 (1) ·
894040 (1) ·
894047 (1) ·
894048 (1) ·
895504 (1) ·
930432 (1) ·
930448 (1) ·
930800 (1) ·
934228 (1) ·
934256 (1) ·
934258 (1) ·
934259 (1) ·
934506 (1) ·
934515 (1) ·
934914 (1) ·
934922 (1) ·
934923 (1) ·
934928 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'SR-50 1.0 Mi East of I-95' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26233914 (1) ·
26314200 (1) ·
26315179 (1) ·
26321988 (1) ·
26394749 (1) ·
26410304 (1) ·
26423844 (1) ·
26442375 (1) ·
26445836 (1) ·
26450216 (1) ·
26451984 (1) ·
27051685 (1) ·
27085780 (1) ·
27090600 (1) ·
27101012 (1) ·
27102110 (1) ·
27111660 (1) ·
27355685 (1) ·
27385744 (1) ·
27531888 (1) ·
28332807 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80051590 (1) ·
80052073 (1) ·
80062363 (1) ·
80070375 (1) ·
80074101 (1) ·
80102293 (1) ·
80102313 (1) ·
80112090 (1) ·
80120025 (1) ·
80121064 (1) ·
80121067 (1) ·
80121176 (1) ·
80123610 (1) ·
80142587 (1) ·
80142967 (1) ·
80162939 (1) ·
80180707 (1) ·
80240150 (1) ·
80242120 (1) ·
80321756 (1) ·
80372083 (1) ·
80413113 (1) ·
80495858 (1) ·
81055781 (1) ·
81060905 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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 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:
Showing below up to 25 results in range #1 to #25.
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