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:
'C-23 CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CR-3 ' (1) ·
'Cypress Creek ' (1) ·
'Earman River (C-17) ' (1) ·
'George King Blvd ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'West Palm Beach Canal ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 5TH STREET ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'Sea Ray Drive ' (1) ·
'Service Road ' (1) ·
'SR-404 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-A1A NB ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WESTMORELAND BLVD ' (1) ·
SR-A1A SB (1)
Number 008:
700054 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
704048 (1) ·
704144 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
890126 (1) ·
894003 (1) ·
930003 (1) ·
930030 (1) ·
930373 (1) ·
930375 (1) ·
930409 (1) ·
930410 (1) ·
930416 (1) ·
930465 (1) ·
930519 (1) ·
931001 (1) ·
945250 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'At Exit 76 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'Just North of SR-850 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26220464 (1) ·
26370275 (1) ·
26383999 (1) ·
26404695 (1) ·
26404846 (1) ·
26411885 (1) ·
26465960 (1) ·
26483005 (1) ·
26514900 (1) ·
26571634 (1) ·
26581961 (1) ·
26582109 (1) ·
27061911 (1) ·
27120310 (1) ·
27153115 (1) ·
27451178 (1) ·
27452951 (1) ·
28122895 (1) ·
28222787 (1) ·
28222835 (1) ·
28241290 (1) ·
28241322 (1) ·
28242068 (1) ·
28370440 (1)
Longitude 017:
80032135 (1) ·
80032221 (1) ·
80055680 (1) ·
80095468 (1) ·
80101495 (1) ·
80102528 (1) ·
80103697 (1) ·
80104046 (1) ·
80120775 (1) ·
80120925 (1) ·
80155436 (1) ·
80172570 (1) ·
80174285 (1) ·
80251396 (1) ·
80254429 (1) ·
80370688 (1) ·
80370748 (1) ·
80375380 (1) ·
80381732 (1) ·
80402235 (1) ·
80413919 (1) ·
80480991 (1) ·
80481496 (1) ·
80481590 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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:
12424 (1) ·
131860 (1) ·
136198 (1) ·
1390 (1) ·
185298 (1) ·
19606 (1) ·
23076 (1) ·
25158 (1) ·
353 (1) ·
36435 (1) ·
369555 (1) ·
37302 (1) ·
39905 (1) ·
45978 (1) ·
5552 (1) ·
56821 (1) ·
70268 (1) ·
7980 (1)
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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