Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie 
& 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.
& Inspect Date 090:
04-17
& 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.
& Inspect Date 090:
04-17 Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-24 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
940003 (1) ·
940004 (1) ·
940084 (1) ·
940085 (1) ·
940119 (1) ·
940136 (1) ·
940146 (1) ·
940147 (1) ·
940152 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1) ·
940158 (1) ·
945274 (1)
Location 009:
'0.23 MI N FPL POWER PLANT' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
Latitude 016:
Longitude 017:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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)
Future Year 115:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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