Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
55380 (1) ·
55385 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Greenacres City (1) ·
Malabar (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Palm Bay (1) ·
Palm Shores (1) ·
Sebastian (1) ·
Sewall's Point (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR-3 ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'F.E.C. Railroad ' (1) ·
'Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Canal ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR-3 ' (1) ·
'SR-401 ' (1) ·
'SR-404 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BARBER STREET ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-76A ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SW 15TH AVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1)
Number 008:
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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:
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1249 (1) ·
15000 (1) ·
1603 (1) ·
21254 (1) ·
25331 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
33832 (1) ·
34526 (1) ·
3460 (1) ·
34700 (1) ·
36435 (1) ·
39905 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5378 (1) ·
5379 (1) ·
5398 (1) ·
57255 (1) ·
6246 (1) ·
7157 (1) ·
76340 (1) ·
7800 (1) ·
9369 (1)
Clearance 116:
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