Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'Dundas Court ' (1) ·
'DYER PARK ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'PIONEER ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1)
Number 008:
934140 (1) ·
934176 (1) ·
934221 (1) ·
934364 (1) ·
934502 (1) ·
934513 (1) ·
934903 (1) ·
934905 (1) ·
935900 (1) ·
937353 (1) ·
937358 (1) ·
937359 (1) ·
940067 (1) ·
945015 (1) ·
945255 (1)
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'200ft. W of A1A ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At S Military Trail ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 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)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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