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:
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'MAPP RD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-401 NB ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
700117 (1) ·
885601 (1) ·
885603 (1) ·
894033 (1) ·
930184 (1) ·
930349 (1) ·
934326 (1) ·
934427 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1) ·
945251 (1) ·
945256 (1)
Location 009:
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'SR-401 NB - Barge Canal ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
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)
Culvert 062:
Inspect Date 090:
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) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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