Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 70 ' (1) ·
'INLET CAY DR. ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'PIONEER ROAD ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-807 Congress Av' (1) ·
'WB SR-70 ' (1)
Number 008:
930466 (1) ·
930529 (1) ·
934140 (1) ·
934221 (1) ·
934502 (1) ·
934903 (1) ·
934905 (1) ·
935900 (1) ·
936654 (1) ·
936655 (1) ·
937353 (1) ·
937358 (1) ·
937359 (1) ·
940120 (1) ·
940156 (1)
Location 009:
'0.04Mi W OF A1A ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'1.0mile south of SR-80 ' (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) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At S Military Trail ' (1) ·
'North of P. Beach Airport' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Future 114: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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