Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'Central Blvd ' (1) ·
'Central Blvd. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'DYER PARK ROAD ' (1) ·
'HOLLY DRIVE ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MONET ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1)
Number 008:
930379 (1) ·
930398 (1) ·
930441 (1) ·
934128 (1) ·
934129 (1) ·
934135 (1) ·
934137 (1) ·
934139 (1) ·
934140 (1) ·
934162 (1) ·
934175 (1) ·
936551 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937007 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (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:
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) ·
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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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