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) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Haverhill (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Lantana (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
'Boynton Inlet ' (1) ·
'C-51 CANAL ' (1) ·
'C.S.X. R/R ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'CANAL L-30 ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Groover Creek ' (1) ·
'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sykes Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'10th Ave North ' (1) ·
'Airport Road ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Blue Heron Blvd. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'Brittan Avenue ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'Jupiter Blvd. ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Orange Avenue ' (1) ·
'RAVEN COURT ' (1) ·
'Richland Ave ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR A1A ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1) ·
'WB Okee. Blvd. ' (1) ·
'Woolbright Road ' (1)
Number 008:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'City of Jupiter ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I 95 Exit 56 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Just West of I 95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'SR-704 Over SR-91 ' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
Longitude 017:
11100 (1) ·
1227 (1) ·
13000 (1) ·
13700 (1) ·
1550 (1) ·
15607 (1) ·
1680 (1) ·
19000 (1) ·
19575 (1) ·
20958 (1) ·
22000 (1) ·
22500 (1) ·
28000 (1) ·
28500 (1) ·
32750 (1) ·
33000 (1) ·
37000 (1) ·
39500 (1) ·
400 (1) ·
40000 (1) ·
41500 (1) ·
42000 (1) ·
43000 (1) ·
439 (1) ·
47500 (1) ·
500 (1) ·
5381 (1) ·
55500 (1) ·
6100 (1) ·
6800 (1) ·
6900 (1) ·
7850 (1) ·
9633 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
10583 (1) ·
11174 (1) ·
11798 (1) ·
11971 (1) ·
1419 (1) ·
18041 (1) ·
19258 (1) ·
2000 (1) ·
22555 (1) ·
23686 (1) ·
23770 (1) ·
2603 (1) ·
2915 (1) ·
32965 (1) ·
36362 (1) ·
38170 (1) ·
39038 (1) ·
48580 (1) ·
49448 (1) ·
508 (1) ·
56821 (1) ·
57255 (1) ·
600 (1) ·
64195 (1) ·
6511 (1) ·
68532 (1) ·
68533 (1) ·
694 (1) ·
69400 (1) ·
72002 (1) ·
72870 (1) ·
74605 (1) ·
82412 (1) ·
96292 (1) ·
9812 (1)
Showing below up to 41 results in range #1 to #41.
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