Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CSX RR ' (1) ·
'Drainage Ditch ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. CAMINO REAL ' (1) ·
'IBIS WAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'MERCER AVE ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-15 Main St. ' (1) ·
'SW 22ND WAY ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
890004 (1) ·
890043 (1) ·
930053 (1) ·
930064 (1) ·
930265 (1) ·
930267 (1) ·
930268 (1) ·
930269 (1) ·
930285 (1) ·
930289 (1) ·
930338 (1) ·
934408 (1) ·
935306 (1) ·
935900 (1) ·
936801 (1) ·
937356 (1) ·
937359 (1) ·
937708 (1) ·
940030 (1) ·
940086 (1) ·
940087 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 mile West of US 1 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'At East Canal St. ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Just West of I 95 ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26202200 (1) ·
26235789 (1) ·
26274181 (1) ·
26302557 (1) ·
26314400 (1) ·
26314407 (1) ·
26382089 (1) ·
26403272 (1) ·
26411023 (1) ·
26412955 (1) ·
26424333 (1) ·
26433343 (1) ·
26465867 (1) ·
26482992 (1) ·
26483050 (1) ·
26502106 (1) ·
27081140 (1) ·
27131030 (1) ·
27224710 (1) ·
27311700 (1) ·
27311955 (1)
Longitude 017:
80022643 (1) ·
80025351 (1) ·
80033598 (1) ·
80035127 (1) ·
80040020 (1) ·
80041431 (1) ·
80042314 (1) ·
80042770 (1) ·
80043770 (1) ·
80044341 (1) ·
80050893 (1) ·
80050894 (1) ·
80074689 (1) ·
80105691 (1) ·
80130501 (1) ·
80130890 (1) ·
80154590 (1) ·
80265381 (1) ·
80270180 (1) ·
80270543 (1) ·
80400416 (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:
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) ·
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 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:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
