Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004: (Click arrow to add another value)
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'Jupiter Creek ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'SIMS CREEK ' (1) ·
'SLOUGH ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'CENTER STREET ' (1) ·
'CENTRAL BLVD ' (1) ·
'Indiantown Rd. ' (1) ·
'Indiantown Road ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
930005 (1) ·
930239 (1) ·
930339 (1) ·
930386 (1) ·
930387 (1) ·
930391 (1) ·
930392 (1) ·
930394 (1) ·
930420 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
934125 (1) ·
934142 (1) ·
934144 (1) ·
934146 (1) ·
934147 (1) ·
934179 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'City of Jupiter ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 706 to I 95 Ramp ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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