Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'Canal - D ' (1) ·
'Clint Moore Road ' (1) ·
'Creek ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-717 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'Indiantown Rd. ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'US-98 (SR-80) ' (1) ·
'VETERANS WALK ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
790801 (1) ·
884038 (1) ·
884047 (1) ·
885808 (1) ·
930072 (1) ·
930374 (1) ·
930402 (1) ·
930416 (1) ·
930438 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
931000 (1) ·
934126 (1) ·
934212 (1) ·
934282 (1) ·
934470 (1) ·
934485 (1) ·
934491 (1) ·
935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8Mi NORTH OF CR-804 ' (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 MI N OF GLADES RD/SR808' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4 miles west of SR 7 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
25564070 (1) ·
26220464 (1) ·
26243201 (1) ·
26252844 (1) ·
26262127 (1) ·
26270705 (1) ·
26290520 (1) ·
26314057 (1) ·
26322160 (1) ·
26342300 (1) ·
26354162 (1) ·
26405365 (1) ·
26405778 (1) ·
26413216 (1) ·
26421986 (1) ·
26562485 (1) ·
27335447 (1) ·
27385354 (1) ·
27421622 (1) ·
28212382 (1) ·
29095886 (1)
Longitude 017:
80041914 (1) ·
80052654 (1) ·
80053227 (1) ·
80054787 (1) ·
80074904 (1) ·
80075210 (1) ·
80092158 (1) ·
80101495 (1) ·
80101701 (1) ·
80153155 (1) ·
80162947 (1) ·
80220390 (1) ·
80255073 (1) ·
80274430 (1) ·
80391185 (1) ·
80423456 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80901477 (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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