Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Casa Mar Dr ' (1) ·
'CSX-RR ' (1) ·
'E-3 CANAL ' (1) ·
'H-20 CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Lateral D Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Tillman Canal ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-512 ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Eldron Blvd ' (1) ·
'ELLISON WILSON RD ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'JOG ROAD ' (1) ·
'Lyons Rd ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
Number 008:
705907 (1) ·
705908 (1) ·
790132 (1) ·
790176 (1) ·
884068 (1) ·
884098 (1) ·
894053 (1) ·
930237 (1) ·
934131 (1) ·
934176 (1) ·
934203 (1) ·
934223 (1) ·
934224 (1) ·
934258 (1) ·
934315 (1) ·
934322 (1) ·
934932 (1) ·
934933 (1) ·
934948 (1) ·
934954 (1) ·
934989 (1) ·
937706 (1)
Location 009:
'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) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (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) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'9.2MI N OF SR-60 ' (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) ·
26402673 (1) ·
26405332 (1) ·
26432987 (1) ·
26433040 (1) ·
26445836 (1) ·
26515320 (1) ·
26555800 (1) ·
27011625 (1) ·
27363546 (1) ·
27454113 (1) ·
28002252 (1) ·
28002288 (1) ·
29012750 (1) ·
29171420 (1)
Longitude 017:
80034800 (1) ·
80043860 (1) ·
80050391 (1) ·
80052073 (1) ·
80053541 (1) ·
80053609 (1) ·
80074219 (1) ·
80074249 (1) ·
80074389 (1) ·
80075106 (1) ·
80075312 (1) ·
80084953 (1) ·
80104200 (1) ·
80112020 (1) ·
80263114 (1) ·
80294615 (1) ·
80365199 (1) ·
80394642 (1) ·
80401484 (1) ·
81030614 (1) ·
81211769 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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:
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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