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:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Haverhill Rd ' (1) ·
'Lantana Road ' (1) ·
'MURPHY RD ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-40 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-441 SR-15 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1)
Number 008:
790132 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
796500 (1) ·
890103 (1) ·
890112 (1) ·
894055 (1) ·
930401 (1) ·
931000 (1) ·
934359 (1) ·
934365 (1) ·
934366 (1) ·
937361 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-441 and SR-76 ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
26220386 (1) ·
26243201 (1) ·
26352535 (1) ·
26352546 (1) ·
26361478 (1) ·
26433224 (1) ·
26435320 (1) ·
26435409 (1) ·
26440062 (1) ·
26440066 (1) ·
26590720 (1) ·
27083630 (1) ·
27112563 (1) ·
27190373 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29061303 (1) ·
29092052 (1) ·
29125666 (1) ·
29125688 (1) ·
29171420 (1) ·
29181820 (1)
Longitude 017:
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80072023 (1) ·
80101701 (1) ·
80102240 (1) ·
80102572 (1) ·
80120030 (1) ·
80121129 (1) ·
80133989 (1) ·
80134000 (1) ·
80175123 (1) ·
80222756 (1) ·
80370127 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81005684 (1) ·
81005748 (1) ·
81005885 (1) ·
81030614 (1) ·
81053911 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
N/A (1)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
