Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'E-4 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Halifax River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'BINKS FOREST DRIVE' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
790147 (1) ·
790148 (1) ·
790151 (1) ·
790152 (1) ·
796401 (1) ·
930322 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
934125 (1) ·
934135 (1) ·
934138 (1) ·
934293 (1) ·
934345 (1) ·
934487 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
935218 (1) ·
940111 (1) ·
940112 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'I-95 over Midway Road ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
26194915 (1) ·
26195316 (1) ·
26195370 (1) ·
26262317 (1) ·
26290244 (1) ·
26290245 (1) ·
26331032 (1) ·
26332602 (1) ·
26342072 (1) ·
26404695 (1) ·
26404846 (1) ·
26405713 (1) ·
26405778 (1) ·
26490902 (1) ·
26494457 (1) ·
26524856 (1) ·
26561862 (1) ·
27222697 (1) ·
27222932 (1) ·
29012564 (1) ·
29014444 (1) ·
29073249 (1) ·
29083964 (1) ·
29085374 (1)
Longitude 017:
80022456 (1) ·
80035475 (1) ·
80042000 (1) ·
80043160 (1) ·
80050618 (1) ·
80054858 (1) ·
80061936 (1) ·
80072101 (1) ·
80072169 (1) ·
80074641 (1) ·
80075125 (1) ·
80101305 (1) ·
80101307 (1) ·
80120775 (1) ·
80120925 (1) ·
80162947 (1) ·
80172828 (1) ·
80243196 (1) ·
80243677 (1) ·
80541414 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014619 (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 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:
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 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:
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