Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'CHENEY WAY/CSX RR ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CSX RAILROAD ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Okeechobee Waterway ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-710 ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CR-714 Indian St. ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SB US 1 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1)
Number 008:
700030 (1) ·
700031 (1) ·
700117 (1) ·
790172 (1) ·
894062 (1) ·
930053 (1) ·
930154 (1) ·
930159 (1) ·
930226 (1) ·
930453 (1) ·
930454 (1) ·
930470 (1) ·
930514 (1) ·
931004 (1) ·
934155 (1) ·
934156 (1) ·
934166 (1) ·
934349 (1) ·
934908 (1) ·
937709 (1) ·
940001 (1) ·
940076 (1) ·
940951 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.3 m N of Martin Co. line' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26210242 (1) ·
26231074 (1) ·
26231130 (1) ·
26390288 (1) ·
26390300 (1) ·
26403272 (1) ·
26404472 (1) ·
26432857 (1) ·
26453630 (1) ·
26455824 (1) ·
26455826 (1) ·
26460153 (1) ·
26474455 (1) ·
26560245 (1) ·
26560246 (1) ·
27093370 (1) ·
27160451 (1) ·
27224619 (1) ·
27224640 (1) ·
28243313 (1) ·
28243314 (1) ·
28243318 (1) ·
29021928 (1)
Longitude 017:
80031952 (1) ·
80032393 (1) ·
80033598 (1) ·
80041209 (1) ·
80041536 (1) ·
80043210 (1) ·
80050063 (1) ·
80051706 (1) ·
80051771 (1) ·
80075399 (1) ·
80080080 (1) ·
80095982 (1) ·
80102688 (1) ·
80102700 (1) ·
80151390 (1) ·
80171233 (1) ·
80231097 (1) ·
80231141 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80542264 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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:
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 not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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