Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Berrys Canal ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'Boynton Beach Blvd' (1) ·
'CR708 125.4 ' (1) ·
'DATE PALM RD ' (1) ·
'Haverhill Rd ' (1) ·
'INLET CAY DR. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'Main Street ' (1) ·
'MISSION HILL ROAD ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
700079 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
794122 (1) ·
890119 (1) ·
930032 (1) ·
930463 (1) ·
930464 (1) ·
934295 (1) ·
934488 (1) ·
934927 (1) ·
935201 (1) ·
935202 (1) ·
935305 (1) ·
935306 (1) ·
936264 (1) ·
936654 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26235178 (1) ·
26271298 (1) ·
26271300 (1) ·
26290151 (1) ·
26294400 (1) ·
26302557 (1) ·
26314000 (1) ·
26315908 (1) ·
26384803 (1) ·
26403896 (1) ·
27023878 (1) ·
28122956 (1) ·
28491441 (1) ·
28491498 (1) ·
29014148 (1) ·
29063307 (1) ·
29094796 (1) ·
29095064 (1) ·
29095111 (1)
Longitude 017:
80025576 (1) ·
80043118 (1) ·
80044085 (1) ·
80044341 (1) ·
80050036 (1) ·
80050169 (1) ·
80071317 (1) ·
80101847 (1) ·
80120027 (1) ·
80121500 (1) ·
80121591 (1) ·
80121800 (1) ·
80142214 (1) ·
80381773 (1) ·
80513571 (1) ·
80513613 (1) ·
80551845 (1) ·
80581706 (1) ·
81052615 (1) ·
81052672 (1) ·
81232561 (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:
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:
Showing below up to 21 results in range #1 to #21.
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