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:
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-2-E Canal ' (1) ·
'Halifax Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Nova Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'ARMONE PLACE ' (1) ·
'Ballough Street ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Girard Blvd. ' (1) ·
'Lake Worth Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Richland Ave ' (1) ·
'Riverside Dr ' (1) ·
'SR-5A ' (1) ·
'WEST LAKE DRIVE ' (1) ·
Pineda Causeway (1)
Number 008:
700226 (1) ·
704013 (1) ·
704016 (1) ·
790184 (1) ·
794042 (1) ·
795000 (1) ·
884084 (1) ·
894050 (1) ·
894051 (1) ·
930456 (1) ·
934128 (1) ·
934129 (1) ·
934138 (1) ·
934221 (1) ·
934347 (1) ·
934489 (1) ·
934914 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (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) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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 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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