Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'I-95 (SR-9) ' (1) ·
'JONES CREEK ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SIMS CREEK ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'CENTER STREET ' (1) ·
'CENTRAL BLVD ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB SR 5 (US-1) ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
894019 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930392 (1) ·
930394 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
931012 (1) ·
934125 (1) ·
934146 (1) ·
934147 (1) ·
934179 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'03 mi N of SR 706 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR 91 at Jupiter Interch ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
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:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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