Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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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:
'ARCHIES CREEK ' (1) ·
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 Canal ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Salerno Creek ' (1)
Critical 006b:
Facility 007:
'37th Street ' (1) ·
'Airport Road ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON CSWY ' (1) ·
'Center Avenue ' (1) ·
'Lake Ida Road ' (1) ·
'Lake Worth Road ' (1) ·
'MARINA BLVD. ' (1) ·
'Marsh Road ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE Ebbtide Ave. ' (1)
Number 008:
794036 (1) ·
794067 (1) ·
795521 (1) ·
884101 (1) ·
894047 (1) ·
894055 (1) ·
930413 (1) ·
934137 (1) ·
934139 (1) ·
934943 (1) ·
934944 (1) ·
934963 (1) ·
936451 (1) ·
937003 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (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: (Click arrow to add another value)
Channel 061: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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