Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Nova Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Ross Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Yacht Club Cut ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Fifth Street ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'Lake Worth Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'S. Burnett Rd ' (1) ·
'SR-5A ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1) ·
Pineda Causeway (1)
Number 008:
700056 (1) ·
700226 (1) ·
704193 (1) ·
790184 (1) ·
790801 (1) ·
794063 (1) ·
795701 (1) ·
890107 (1) ·
894050 (1) ·
894051 (1) ·
930146 (1) ·
930456 (1) ·
934128 (1) ·
934129 (1) ·
934138 (1) ·
934328 (1) ·
934347 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'At Pluckebaum Rd ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Superstructure 059:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (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) ·
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) ·
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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