Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Sweetwater Branch ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-880 ' (1) ·
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'HICKORY DRIVE ' (1) ·
'Jackson Street ' (1) ·
'LARCH AVE ' (1) ·
'Old Samsula Dr ' (1) ·
'Patti Drive ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SIMARA STREET ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'Taylor Rd ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
700079 (1) ·
704017 (1) ·
790002 (1) ·
790149 (1) ·
790217 (1) ·
794010 (1) ·
794020 (1) ·
796412 (1) ·
890119 (1) ·
894052 (1) ·
895504 (1) ·
895505 (1) ·
930557 (1) ·
930910 (1) ·
934295 (1) ·
935301 (1) ·
935302 (1) ·
935502 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1)
Latitude 016:
26254577 (1) ·
26315252 (1) ·
26315259 (1) ·
26403896 (1) ·
26404133 (1) ·
26500997 (1) ·
26501040 (1) ·
26501044 (1) ·
26502490 (1) ·
27023878 (1) ·
27111437 (1) ·
27111660 (1) ·
27134072 (1) ·
28122956 (1) ·
28293415 (1) ·
28491498 (1) ·
29014148 (1) ·
29051124 (1) ·
29062471 (1) ·
29081340 (1) ·
29094796 (1)
Longitude 017:
80050093 (1) ·
80050363 (1) ·
80050590 (1) ·
80062177 (1) ·
80064587 (1) ·
80071317 (1) ·
80071574 (1) ·
80102860 (1) ·
80111729 (1) ·
80112090 (1) ·
80140376 (1) ·
80142214 (1) ·
80303079 (1) ·
80381773 (1) ·
80425652 (1) ·
80513613 (1) ·
80551845 (1) ·
81002850 (1) ·
81012325 (1) ·
81042872 (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: (Click arrow to add another value)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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