Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'5th Street SW ' (1) ·
'Bay Drive ' (1) ·
'CR605 Old Dixie ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Island Drive ' (1) ·
'Jupiter Boulevard ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'River Drive ' (1) ·
'SR-656 (17th St.) ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
705923 (1) ·
880077 (1) ·
880089 (1) ·
884085 (1) ·
884086 (1) ·
885811 (1) ·
885812 (1) ·
890101 (1) ·
930329 (1) ·
934516 (1) ·
934902 (1) ·
936656 (1) ·
936776 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'.21 E of Minton Rd. ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At Minton Rd. Intersectn ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
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:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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