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:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'C-18 Canal ' (1) ·
'CANAL E-1 ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Nova Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'SR-9 (I-95) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'Big Tree Road ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-516 ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Quantum Blvd. ' (1) ·
'SR-518 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'St Lucie West Blvd' (1) ·
'US-27 (SR-25) ' (1) ·
'VETERANS WALK ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
700183 (1) ·
700184 (1) ·
700188 (1) ·
794154 (1) ·
885808 (1) ·
890141 (1) ·
890142 (1) ·
930342 (1) ·
930362 (1) ·
930407 (1) ·
930408 (1) ·
930414 (1) ·
930415 (1) ·
934327 (1) ·
934328 (1) ·
934329 (1) ·
934347 (1) ·
934482 (1) ·
934489 (1) ·
934930 (1) ·
936375 (1) ·
937715 (1) ·
937716 (1) ·
940133 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26220391 (1) ·
26220396 (1) ·
26260295 (1) ·
26290167 (1) ·
26325650 (1) ·
26331348 (1) ·
26350275 (1) ·
26363478 (1) ·
26374169 (1) ·
26390331 (1) ·
26390702 (1) ·
26410616 (1) ·
26410722 (1) ·
26413718 (1) ·
26414389 (1) ·
26522014 (1) ·
27011358 (1) ·
27014124 (1) ·
27184103 (1) ·
27385354 (1) ·
28020728 (1) ·
28075792 (1) ·
28081497 (1) ·
29095834 (1)
Longitude 017:
80023162 (1) ·
80041853 (1) ·
80042221 (1) ·
80051020 (1) ·
80052317 (1) ·
80055723 (1) ·
80074322 (1) ·
80101354 (1) ·
80101677 (1) ·
80121068 (1) ·
80121445 (1) ·
80121898 (1) ·
80144324 (1) ·
80214953 (1) ·
80215065 (1) ·
80220390 (1) ·
80244814 (1) ·
80245322 (1) ·
80260193 (1) ·
80360766 (1) ·
80370269 (1) ·
80392393 (1) ·
80424182 (1) ·
81012484 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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