Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'COLLIER WATERWAY ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CORAL DRIVE ' (1) ·
'CYPRESS WAY ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Fifth Street ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HICKORY DRIVE ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HOLLY DRIVE ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'KELLER ROAD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MADRID STREET ' (1) ·
'NW 13 ST ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'ORANGE TREE DR ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'S. LAKE DRIVE ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SE 7TH STREET ' (1) ·
'TROON DR ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1)
Number 008:
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. W of A1A ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
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 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:
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
1041 (1) ·
10410 (1) ·
10625 (1) ·
1200 (1) ·
121 (1) ·
12492 (1) ·
1320 (1) ·
1388 (1) ·
1562 (1) ·
15789 (1) ·
15941 (1) ·
1735 (1) ·
174 (1) ·
2082 (1) ·
21600 (1) ·
2603 (1) ·
3036 (1) ·
3120 (1) ·
4320 (1) ·
5205 (1) ·
600 (1) ·
6000 (1) ·
607 (1) ·
6073 (1) ·
694 (1) ·
720 (1) ·
763 (1) ·
7636 (1)
Clearance 116:
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