Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'Dundas Court ' (1) ·
'DYER PARK 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) ·
'Woolbright Road ' (1)
Number 008:
930300 (1) ·
930301 (1) ·
934140 (1) ·
934176 (1) ·
934221 (1) ·
934502 (1) ·
934513 (1) ·
934903 (1) ·
934905 (1) ·
935900 (1) ·
937353 (1) ·
937358 (1) ·
937359 (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) ·
'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) ·
'I 95 Exit 56 ' (1) ·
'W of I 95 on Woolbright ' (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:
Length 049:
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:
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (1)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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