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:
Features 006a:
'BARBARA BASIN ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'SWA Retention Canal ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Jog Road ' (1) ·
'Loxahatchee Slough' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR A1A ' (1) ·
'SR-60 WB ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 116.3 ' (1)
Number 008:
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
894042 (1) ·
895505 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930546 (1) ·
931001 (1) ·
931012 (1) ·
934155 (1) ·
934156 (1) ·
934158 (1) ·
934167 (1) ·
934168 (1) ·
944011 (1) ·
944012 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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