Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Route 005d:
00000 
& Kind 043a:
Prestressed concrete
& 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.
& Kind 043a:
Prestressed concrete
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-51/WEST PALM BCH CANAL' (1) ·
'Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-14 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'E-3 CANAL ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'Tomoka River ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CENTER DR. ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Fifth Street ' (1) ·
'JEANNE AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LPGA Blvd ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 13 ST ' (1) ·
'Patti Drive ' (1) ·
'PINE RIDGE WAY ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'RDBGH RD 170.14 ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'Williams Road ' (1)
Number 008:
704017 (1) ·
704019 (1) ·
794038 (1) ·
794061 (1) ·
794184 (1) ·
795701 (1) ·
934205 (1) ·
934206 (1) ·
934293 (1) ·
934350 (1) ·
934900 (1) ·
934901 (1) ·
934904 (1) ·
935215 (1) ·
935750 (1) ·
936550 (1) ·
937003 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1) ·
940060 (1) ·
945254 (1) ·
945261 (1) ·
945271 (1) ·
945272 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1MI W OF SR 809 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1)
Latitude 016:
26195472 (1) ·
26195525 (1) ·
26214151 (1) ·
26232019 (1) ·
26360890 (1) ·
26373441 (1) ·
26405713 (1) ·
26413242 (1) ·
26413281 (1) ·
26433224 (1) ·
26440062 (1) ·
26440066 (1) ·
26490288 (1) ·
26494723 (1) ·
27130362 (1) ·
27155561 (1) ·
27201587 (1) ·
27220118 (1) ·
27320060 (1) ·
28171453 (1) ·
28293415 (1) ·
28594816 (1) ·
29004760 (1) ·
29021899 (1) ·
29130195 (1)
Longitude 017:
80040599 (1) ·
80043826 (1) ·
80051026 (1) ·
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80065459 (1) ·
80074091 (1) ·
80074092 (1) ·
80074380 (1) ·
80074383 (1) ·
80074708 (1) ·
80120012 (1) ·
80172828 (1) ·
80215355 (1) ·
80220192 (1) ·
80221826 (1) ·
80222500 (1) ·
80363628 (1) ·
80425652 (1) ·
80443323 (1) ·
80545465 (1) ·
80574874 (1) ·
81025853 (1) ·
81063403 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Substructure 060:
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:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
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