Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'Canal C-54 ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'Outfall ' (1) ·
'Relief E.of North Bridge' (1) ·
'S-135 Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'SR 710 and CSX RR ' (1) ·
'Triple box culvert ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'CARTER RD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-723 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SUMMIT BLVD ' (1) ·
'SW Wood St. ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-192 EB ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
700018 (1) ·
700064 (1) ·
700065 (1) ·
700066 (1) ·
700138 (1) ·
704154 (1) ·
794022 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
884015 (1) ·
890009 (1) ·
890800 (1) ·
930015 (1) ·
930171 (1) ·
930172 (1) ·
930173 (1) ·
930178 (1) ·
930214 (1) ·
934201 (1) ·
934251 (1) ·
937706 (1) ·
940046 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'US-192EB - Sawgrass Creek' (1)
Latitude 016:
26233940 (1) ·
26305220 (1) ·
26395767 (1) ·
26415533 (1) ·
26432987 (1) ·
26455600 (1) ·
26461850 (1) ·
26461960 (1) ·
26490150 (1) ·
27052700 (1) ·
27140822 (1) ·
27284570 (1) ·
27360945 (1) ·
27451178 (1) ·
27452066 (1) ·
27452951 (1) ·
27492427 (1) ·
28053192 (1) ·
28403730 (1) ·
28415270 (1) ·
28434007 (1) ·
28434100 (1) ·
29030413 (1)
Longitude 017:
80032041 (1) ·
80042609 (1) ·
80043860 (1) ·
80051244 (1) ·
80053750 (1) ·
80054560 (1) ·
80054725 (1) ·
80055250 (1) ·
80055515 (1) ·
80141088 (1) ·
80184630 (1) ·
80251396 (1) ·
80252909 (1) ·
80254429 (1) ·
80304583 (1) ·
80362615 (1) ·
80393900 (1) ·
80494830 (1) ·
80522703 (1) ·
80525799 (1) ·
80531567 (1) ·
80531664 (1) ·
80573537 (1)
Owner 022:
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:
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: (Click arrow to add another value)
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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