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:
None (1) ·
35550 (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
'BOYNTON CANAL C-16 ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'COLLIER WATERWAY ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'KELLER CANAL ' (1) ·
'Kings Road ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1)
Facility 007:
Number 008:
'.21 E of Minton Rd. ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'IN JOHN PRINCE PARK ' (1)
Latitude 016:
Longitude 017:
1040 (1) ·
1051 (1) ·
1052 (1) ·
1091 (1) ·
1200 (1) ·
1227 (1) ·
1390 (1) ·
14600 (1) ·
1550 (1) ·
160 (1) ·
1600 (1) ·
172 (1) ·
1750 (1) ·
200 (1) ·
2150 (1) ·
2400 (1) ·
25000 (1) ·
2700 (1) ·
28000 (1) ·
2900 (1) ·
300 (1) ·
3025 (1) ·
3400 (1) ·
34500 (1) ·
3600 (1) ·
3800 (1) ·
40000 (1) ·
4200 (1) ·
4320 (1) ·
50 (1) ·
500 (1) ·
607 (1) ·
7300 (1) ·
7850 (1) ·
800 (1) ·
8100 (1) ·
9500 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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)
1000 (1) ·
114000 (1) ·
12666 (1) ·
1272 (1) ·
1320 (1) ·
14054 (1) ·
1419 (1) ·
1500 (1) ·
1735 (1) ·
1737 (1) ·
1800 (1) ·
192 (1) ·
2000 (1) ·
208 (1) ·
25331 (1) ·
2603 (1) ·
2880 (1) ·
3036 (1) ·
43375 (1) ·
4685 (1) ·
48580 (1) ·
50 (1) ·
500 (1) ·
5032 (1) ·
5184 (1) ·
5205 (1) ·
5899 (1) ·
59858 (1) ·
600 (1) ·
6246 (1) ·
6593 (1) ·
69400 (1) ·
704 (1) ·
7287 (1) ·
960 (1) ·
9812 (1)
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