Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'CYPRESS CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'HARRIS RD ' (1) ·
'I 95 SR 9 ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
930146 (1) ·
930171 (1) ·
930239 (1) ·
930456 (1) ·
934128 (1) ·
934129 (1) ·
934138 (1) ·
934221 (1) ·
934229 (1) ·
934328 (1) ·
934347 (1) ·
934489 (1) ·
934515 (1) ·
934914 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1) ·
936801 (1) ·
937715 (1)
Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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)
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:
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 114:
Clearance 116:
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