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:
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Creek ' (1) ·
'Donald Ross Road ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Apollo Boulevard ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-717 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KIRK ROAD ' (1) ·
'Levee Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SW 15TH AVE ' (1) ·
'VETERANS WALK ' (1)
Number 008:
705604 (1) ·
790801 (1) ·
794120 (1) ·
880077 (1) ·
884038 (1) ·
884047 (1) ·
884056 (1) ·
885808 (1) ·
930072 (1) ·
930373 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
934293 (1) ·
934461 (1) ·
934751 (1) ·
935508 (1) ·
937715 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'250ft North of SR-60 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'South of Ramp to SR 706 ' (1)
Latitude 016:
26270705 (1) ·
26290520 (1) ·
26305150 (1) ·
26342300 (1) ·
26354162 (1) ·
26383999 (1) ·
26403700 (1) ·
26405713 (1) ·
26413718 (1) ·
26421986 (1) ·
26525862 (1) ·
26525996 (1) ·
26554700 (1) ·
26554800 (1) ·
26562485 (1) ·
27335447 (1) ·
27375640 (1) ·
27382201 (1) ·
27385354 (1) ·
27421622 (1) ·
28073710 (1) ·
29095886 (1) ·
29123122 (1)
Longitude 017:
80032221 (1) ·
80041853 (1) ·
80041914 (1) ·
80044272 (1) ·
80054787 (1) ·
80061380 (1) ·
80074066 (1) ·
80074402 (1) ·
80085515 (1) ·
80085650 (1) ·
80172828 (1) ·
80220390 (1) ·
80221680 (1) ·
80254872 (1) ·
80255073 (1) ·
80274430 (1) ·
80384610 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
81010006 (1) ·
81091698 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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