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:
Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-51 CANAL ' (1) ·
'Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'66th Avenue ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-717 ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lake Worth Road ' (1) ·
'Levee Road ' (1) ·
'PALMETTO PK RD ' (1) ·
'Roebuck Road ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-1 (SR-5) ' (1) ·
'VETERANS WALK ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
790191 (1) ·
790801 (1) ·
884038 (1) ·
884047 (1) ·
884098 (1) ·
884099 (1) ·
885808 (1) ·
894041 (1) ·
930006 (1) ·
930072 (1) ·
930401 (1) ·
930413 (1) ·
930456 (1) ·
930462 (1) ·
930539 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
931004 (1) ·
931013 (1) ·
934126 (1) ·
934213 (1) ·
934283 (1) ·
934902 (1) ·
935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.9 Mi South of SR-60 ' (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) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26210226 (1) ·
26220386 (1) ·
26252016 (1) ·
26270705 (1) ·
26290520 (1) ·
26342300 (1) ·
26354162 (1) ·
26370131 (1) ·
26370347 (1) ·
26403385 (1) ·
26403455 (1) ·
26404472 (1) ·
26405249 (1) ·
26421986 (1) ·
26441137 (1) ·
26503846 (1) ·
26562485 (1) ·
27084441 (1) ·
27335447 (1) ·
27363546 (1) ·
27374280 (1) ·
27385354 (1) ·
27421622 (1) ·
28531327 (1) ·
29095886 (1)
Longitude 017:
80041085 (1) ·
80041914 (1) ·
80042598 (1) ·
80054787 (1) ·
80074511 (1) ·
80074716 (1) ·
80080612 (1) ·
80095982 (1) ·
80102258 (1) ·
80114936 (1) ·
80121129 (1) ·
80121646 (1) ·
80144936 (1) ·
80220390 (1) ·
80255073 (1) ·
80274430 (1) ·
80274780 (1) ·
80294615 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
81091698 (1) ·
81164575 (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 not over waterway. (1)
Future 114:
Clearance 116:
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