Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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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:
'BIG MUD CREEK ' (1) ·
'Blue Lake Equalizer ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Halifax River ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Canal ' (1) ·
'Middle Haw Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'St Johns River Relief ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Girard Blvd. ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Magnolia Avenue ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'STAR ISLAND WAY ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1)
Number 008:
700006 (1) ·
700023 (1) ·
700181 (1) ·
704016 (1) ·
704019 (1) ·
790018 (1) ·
790019 (1) ·
790029 (1) ·
794014 (1) ·
794015 (1) ·
880030 (1) ·
880040 (1) ·
880047 (1) ·
880050 (1) ·
890079 (1) ·
894017 (1) ·
894018 (1) ·
934125 (1) ·
934258 (1) ·
934931 (1) ·
940003 (1) ·
940009 (1) ·
940027 (1)
Location 009:
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
26290169 (1) ·
26445836 (1) ·
26561862 (1) ·
26581931 (1) ·
27044012 (1) ·
27044356 (1) ·
27211650 (1) ·
27234679 (1) ·
27275800 (1) ·
27381900 (1) ·
27424258 (1) ·
27445662 (1) ·
27452951 (1) ·
28043878 (1) ·
28050237 (1) ·
28053027 (1) ·
28171453 (1) ·
28233806 (1) ·
28423852 (1) ·
29020919 (1) ·
29123848 (1) ·
29133602 (1) ·
29142807 (1)
Longitude 017:
80042000 (1) ·
80052073 (1) ·
80052387 (1) ·
80080433 (1) ·
80080562 (1) ·
80104223 (1) ·
80144500 (1) ·
80195440 (1) ·
80251396 (1) ·
80255800 (1) ·
80260113 (1) ·
80282176 (1) ·
80303713 (1) ·
80352939 (1) ·
80360835 (1) ·
80401219 (1) ·
80443323 (1) ·
80454965 (1) ·
81010311 (1) ·
81012278 (1) ·
81134830 (1) ·
81160318 (1) ·
81183972 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
