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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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Drainage Ditch ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Reed Canal ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'Center Avenue ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'Spotted Fawn Way ' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 22ND WAY ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
704203 (1) ·
795521 (1) ·
796500 (1) ·
884015 (1) ·
884016 (1) ·
884022 (1) ·
884023 (1) ·
884036 (1) ·
885601 (1) ·
930322 (1) ·
934201 (1) ·
934408 (1) ·
934502 (1) ·
934516 (1) ·
934519 (1) ·
935206 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
936550 (1) ·
937702 (1) ·
945256 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Lake Washington Rd ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
26201913 (1) ·
26202200 (1) ·
26262317 (1) ·
26291118 (1) ·
26294400 (1) ·
26302557 (1) ·
26395767 (1) ·
26400360 (1) ·
26401808 (1) ·
26413511 (1) ·
26450312 (1) ·
26490288 (1) ·
27161021 (1) ·
27360945 (1) ·
27363418 (1) ·
27363468 (1) ·
27363565 (1) ·
27412374 (1) ·
27453074 (1) ·
28030000 (1) ·
28085200 (1) ·
29092052 (1) ·
29143174 (1)
Longitude 017:
80035475 (1) ·
80040599 (1) ·
80042609 (1) ·
80043770 (1) ·
80044085 (1) ·
80044331 (1) ·
80044341 (1) ·
80044372 (1) ·
80060914 (1) ·
80231068 (1) ·
80274529 (1) ·
80284706 (1) ·
80284807 (1) ·
80290638 (1) ·
80304500 (1) ·
80304583 (1) ·
80381684 (1) ·
80400400 (1) ·
80424100 (1) ·
80482588 (1) ·
80491520 (1) ·
81005885 (1) ·
81030053 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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