Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004 
:
New Smyrna Beach or
Royal Palm Beach village
& Service On 042a:
Highway - Pedestrian
:
New Smyrna Beach or
Royal Palm Beach village
& Service On 042a:
Highway - Pedestrian Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Berrys Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Conners Canal ' (1) ·
'CPB20 CANAL ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'IWW Indian River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'MADRID STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR-44 ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1)
Number 008:
790117 (1) ·
790149 (1) ·
790150 (1) ·
790151 (1) ·
790152 (1) ·
790172 (1) ·
794022 (1) ·
930410 (1) ·
934220 (1) ·
934221 (1) ·
934222 (1) ·
934240 (1) ·
934291 (1) ·
934294 (1) ·
934296 (1) ·
937353 (1) ·
937354 (1) ·
937355 (1) ·
937357 (1) ·
937359 (1) ·
937360 (1) ·
937366 (1) ·
937367 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26401668 (1) ·
26404846 (1) ·
26412599 (1) ·
26414262 (1) ·
26415366 (1) ·
26415742 (1) ·
26415887 (1) ·
26420973 (1) ·
26421351 (1) ·
26421675 (1) ·
26422207 (1) ·
26422263 (1) ·
26422645 (1) ·
26423137 (1) ·
26433343 (1) ·
26434195 (1) ·
29001688 (1) ·
29012564 (1) ·
29014148 (1) ·
29014444 (1) ·
29015737 (1) ·
29021928 (1) ·
29030413 (1)
Longitude 017:
80120806 (1) ·
80120925 (1) ·
80123486 (1) ·
80125285 (1) ·
80130754 (1) ·
80130890 (1) ·
80131606 (1) ·
80131759 (1) ·
80135529 (1) ·
80135980 (1) ·
80135984 (1) ·
80140096 (1) ·
80142395 (1) ·
80143409 (1) ·
80144092 (1) ·
80184167 (1) ·
80541414 (1) ·
80542264 (1) ·
80545204 (1) ·
80545970 (1) ·
80550332 (1) ·
80551845 (1) ·
80573537 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
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)
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 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:
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