Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-18 CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Miller Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1)
Critical 006b:
Facility 007:
Number 008:
790033 (1) ·
790034 (1) ·
790035 (1) ·
790124 (1) ·
790198 (1) ·
790219 (1) ·
790220 (1) ·
794007 (1) ·
794008 (1) ·
794019 (1) ·
794045 (1) ·
894009 (1) ·
930106 (1) ·
930265 (1) ·
930349 (1) ·
930356 (1) ·
930388 (1) ·
930491 (1) ·
930492 (1) ·
930557 (1) ·
940007 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26502106 (1) ·
26502431 (1) ·
26502490 (1) ·
26502600 (1) ·
26503600 (1) ·
26503900 (1) ·
26504000 (1) ·
26504098 (1) ·
27092679 (1) ·
27281242 (1) ·
27283673 (1) ·
28480959 (1) ·
28480995 (1) ·
28485599 (1) ·
28485627 (1) ·
28535974 (1) ·
28555594 (1) ·
28563417 (1) ·
29032507 (1) ·
29042244 (1) ·
29051568 (1) ·
29055168 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80054200 (1) ·
80054600 (1) ·
80060970 (1) ·
80074689 (1) ·
80095948 (1) ·
80102860 (1) ·
80174730 (1) ·
80235569 (1) ·
80235687 (1) ·
81040532 (1) ·
81040663 (1) ·
81040678 (1) ·
81040715 (1) ·
81060965 (1) ·
81063625 (1) ·
81080270 (1) ·
81112589 (1) ·
81112630 (1) ·
81123701 (1) ·
81123762 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
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 conditions; field review indicates action is required to protect exposed foundations (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 22 results in range #1 to #22.
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