Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Substructure 060:
Very Good 
& 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. or
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.
& 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. or
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'ICWW ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'Konomac Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Worth Relief ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Over D Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'West Indian River Relief' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'56th Place North ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Buffer Preserve Drive ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
100 (1) ·
10000 (1) ·
1140 (1) ·
13300 (1) ·
1340 (1) ·
14600 (1) ·
14900 (1) ·
1500 (1) ·
15300 (1) ·
15500 (1) ·
15900 (1) ·
16297 (1) ·
172 (1) ·
18391 (1) ·
18500 (1) ·
213000 (1) ·
21382 (1) ·
21500 (1) ·
22500 (1) ·
240 (1) ·
24000 (1) ·
25500 (1) ·
3087 (1) ·
37000 (1) ·
37250 (1) ·
4100 (1) ·
4780 (1) ·
5200 (1) ·
5869 (1) ·
6100 (1) ·
6400 (1) ·
6540 (1) ·
7263 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061: (Click arrow to add another value)
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 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:
1000 (1) ·
10584 (1) ·
1379 (1) ·
15000 (1) ·
1603 (1) ·
1800 (1) ·
18500 (1) ·
200 (1) ·
208 (1) ·
22070 (1) ·
23076 (1) ·
25331 (1) ·
26546 (1) ·
26893 (1) ·
27500 (1) ·
27587 (1) ·
28275 (1) ·
288 (1) ·
32098 (1) ·
369555 (1) ·
37098 (1) ·
37303 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
4858 (1) ·
5356 (1) ·
64195 (1) ·
64629 (1) ·
7000 (1) ·
7101 (1) ·
7118 (1) ·
8175 (1) ·
8293 (1) ·
8788 (1) ·
9022 (1)
Clearance 116:
Showing below up to 41 results in range #1 to #41.
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