Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12236 (1) ·
12273 (1) ·
13728 (1) ·
13738 (1) ·
13755 (1) ·
13785 (1) ·
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19468 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Crane Creek ' (1) ·
'E-2-E Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Hillsboro Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Raulerson Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'ST. LUCIE RIVER ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'Dubber Road ' (1) ·
'EB SR60 ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'ORANGE TREE DR ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Private Road ' (1) ·
'S Williamson Blvd ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
'SR-60 WB ' (1) ·
'SR-700 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
705601 (1) ·
790149 (1) ·
790167 (1) ·
794006 (1) ·
794095 (1) ·
884057 (1) ·
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944012 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
SR-520 - Banana River (1)
Latitude 016:
26200870 (1) ·
26210580 (1) ·
26264610 (1) ·
26281369 (1) ·
26314090 (1) ·
26354425 (1) ·
26370275 (1) ·
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28212829 (1) ·
28543983 (1) ·
28570842 (1) ·
29014148 (1) ·
29072045 (1)
Longitude 017:
80033398 (1) ·
80043826 (1) ·
80050391 (1) ·
80051706 (1) ·
80051771 (1) ·
80052354 (1) ·
80053044 (1) ·
80054787 (1) ·
80055088 (1) ·
80075828 (1) ·
80102258 (1) ·
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80111729 (1) ·
80165951 (1) ·
80195964 (1) ·
80200618 (1) ·
80225809 (1) ·
80225872 (1) ·
80271215 (1) ·
80310465 (1) ·
80313151 (1) ·
80321939 (1) ·
80365438 (1) ·
80373635 (1) ·
80551845 (1) ·
81025225 (1) ·
81161879 (1) ·
81195603 (1)
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: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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