Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
AM 
& Service On 042a:
Highway
& Channel 061:
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.
& Service On 042a:
Highway
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'C-15 Canal ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'Deep Creek ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Indian River Relief East' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Raulerson Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'St Johns River ' (1) ·
'St. Johns River ' (1) ·
'Turnbull Creek ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'CR611B(EDWARDS RD)' (1) ·
'Indiantown Rd. ' (1) ·
'Jackson Street ' (1) ·
'JORGENSEN RD ' (1) ·
'Jungle Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEELANTA RD. ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-520 WB ' (1) ·
'SR-700 ' (1) ·
'SR-76 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'US-17 ' (1) ·
'US-1SB ' (1) ·
SR-46 (1)
Number 008:
700078 (1) ·
700080 (1) ·
700082 (1) ·
700194 (1) ·
700200 (1) ·
790002 (1) ·
790035 (1) ·
790039 (1) ·
790124 (1) ·
790155 (1) ·
794080 (1) ·
796412 (1) ·
890127 (1) ·
930352 (1) ·
930353 (1) ·
930356 (1) ·
930391 (1) ·
930444 (1) ·
930445 (1) ·
930451 (1) ·
934522 (1) ·
940070 (1) ·
945252 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.1 mi East of Linda Road' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'AT US-27 ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Palm Beach - Broward Line' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26200870 (1) ·
26200920 (1) ·
26252840 (1) ·
26363600 (1) ·
26470182 (1) ·
26502431 (1) ·
26560311 (1) ·
27064891 (1) ·
27201582 (1) ·
27243079 (1) ·
28122646 (1) ·
28123289 (1) ·
28124379 (1) ·
28221061 (1) ·
28395620 (1) ·
28480959 (1) ·
28563417 (1) ·
29004196 (1) ·
29010069 (1) ·
29051082 (1) ·
29081340 (1) ·
29094796 (1)
Longitude 017:
80052320 (1) ·
80052570 (1) ·
80083165 (1) ·
80095948 (1) ·
80152053 (1) ·
80212904 (1) ·
80213056 (1) ·
80313151 (1) ·
80321860 (1) ·
80321939 (1) ·
80371403 (1) ·
80380233 (1) ·
80383781 (1) ·
80424015 (1) ·
80522244 (1) ·
80543618 (1) ·
80571308 (1) ·
80580732 (1) ·
81002850 (1) ·
81022968 (1) ·
81060965 (1) ·
81123701 (1) ·
81232561 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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