Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Hillsboro Canal ' (1) ·
'L-5 Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RANGE LINE CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'CARLTON RD (CR613)' (1) ·
'CORAL DRIVE ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-880 ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HURON WAY ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Old Samsula Dr ' (1) ·
'Private Road ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SHINN ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
794006 (1) ·
794020 (1) ·
884028 (1) ·
894019 (1) ·
894048 (1) ·
895504 (1) ·
930802 (1) ·
930812 (1) ·
930940 (1) ·
935301 (1) ·
935302 (1) ·
935507 (1) ·
940015 (1) ·
940018 (1) ·
940019 (1) ·
940060 (1) ·
940067 (1) ·
940069 (1) ·
940070 (1) ·
940071 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2 miles West of US-17 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 not over waterway. (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:
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