Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'66th Avenue ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'EB North Lake Blvd' (1) ·
'Esplanade Avenue ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Maytown Road ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'Pioneer Trail ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
794118 (1) ·
794141 (1) ·
796413 (1) ·
884099 (1) ·
890141 (1) ·
930050 (1) ·
930195 (1) ·
930447 (1) ·
934464 (1) ·
934465 (1) ·
935209 (1) ·
935210 (1) ·
935307 (1) ·
935308 (1) ·
945259 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'4.8 miles East of SR-415 ' (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)
Deck 058: (Click arrow to add another value)
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:
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:
Showing below up to 15 results in range #1 to #15.
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