Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13723 (1) ·
13798 (1) ·
15160 (1) ·
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19233 (1) ·
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19514 (1) ·
19524 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Casa Mar Dr ' (1) ·
'CSX-RR ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral D Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'97 TH STREET ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-512 ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'HOLLY DRIVE ' (1) ·
'JOG ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Lyons Rd ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Maytown Road ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
Number 008:
790132 (1) ·
790176 (1) ·
794139 (1) ·
884003 (1) ·
884019 (1) ·
884036 (1) ·
884063 (1) ·
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937002 (1) ·
937706 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At East Canal St. ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 over CSX-RR ' (1)
Latitude 016:
26280864 (1) ·
26280868 (1) ·
26291628 (1) ·
26304669 (1) ·
26314090 (1) ·
26333297 (1) ·
26360954 (1) ·
26384113 (1) ·
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27464527 (1) ·
27473810 (1) ·
27481770 (1) ·
28504614 (1) ·
29012750 (1) ·
29171420 (1)
Longitude 017:
80043860 (1) ·
80050391 (1) ·
80051210 (1) ·
80052354 (1) ·
80053044 (1) ·
80053541 (1) ·
80053609 (1) ·
80074249 (1) ·
80074389 (1) ·
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80084953 (1) ·
80104200 (1) ·
80112020 (1) ·
80263114 (1) ·
80274529 (1) ·
80294615 (1) ·
80301990 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80365199 (1) ·
80400416 (1) ·
81030614 (1) ·
81060638 (1) ·
81211769 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
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: (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 27 results in range #1 to #27.
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