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:
'Canal 29 (5 mile creek) ' (1) ·
'Canal C-51 ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-4 ' (1) ·
'KELLER CANAL ' (1) ·
'L-5 Canal ' (1) ·
'Lake Gertie ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Moore's Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
'WPB Canal (C-51) ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'Belvede to NB I-95' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CR-92 EB ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 EB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Levee Road ' (1) ·
'LittleRanchesTrail' (1) ·
'N 13th Street ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-415 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'WB SR 786 ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
790191 (1) ·
790197 (1) ·
790198 (1) ·
794186 (1) ·
891000 (1) ·
894051 (1) ·
930446 (1) ·
930478 (1) ·
930485 (1) ·
930491 (1) ·
930492 (1) ·
930802 (1) ·
930803 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934964 (1) ·
935920 (1) ·
940152 (1) ·
945009 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1st overpass east of I-95' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Just west of I-95 ' (1) ·
'North of Belvedere Rd ' (1) ·
'South Side of US-98 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26200070 (1) ·
26200200 (1) ·
26281579 (1) ·
26364799 (1) ·
26391800 (1) ·
26404904 (1) ·
26405072 (1) ·
26413216 (1) ·
26413700 (1) ·
26470845 (1) ·
26483417 (1) ·
26483495 (1) ·
26503600 (1) ·
26503900 (1) ·
27062187 (1) ·
27070395 (1) ·
27265100 (1) ·
27270318 (1) ·
28100028 (1) ·
28485599 (1) ·
28500676 (1) ·
28531327 (1) ·
29031634 (1)
Longitude 017:
80040300 (1) ·
80040933 (1) ·
80041600 (1) ·
80045351 (1) ·
80054200 (1) ·
80054600 (1) ·
80071351 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80092158 (1) ·
80134871 (1) ·
80161911 (1) ·
80162916 (1) ·
80201436 (1) ·
80222800 (1) ·
80324800 (1) ·
80380610 (1) ·
80384071 (1) ·
81112589 (1) ·
81164575 (1) ·
81184077 (1) ·
81190878 (1)
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:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
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