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:
Route 005d:
Direction 005e:
Features 006a:
'Canal - D ' (1) ·
'Clint Moore Road ' (1) ·
'Halifax River ' (1) ·
'I 95 and SR 704 ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
790147 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
894053 (1) ·
894055 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
930469 (1) ·
931000 (1) ·
934138 (1) ·
934359 (1)
Location 009:
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (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:
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) ·
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 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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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