Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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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:
'B-19 Canal ' (1) ·
'Canal - D ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-44 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-192 EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700181 (1) ·
790147 (1) ·
790148 (1) ·
790152 (1) ·
794139 (1) ·
794141 (1) ·
796401 (1) ·
890107 (1) ·
930373 (1) ·
930402 (1) ·
930410 (1) ·
930413 (1) ·
934345 (1) ·
934905 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934940 (1) ·
934942 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (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) ·
'3.5 miles East of SR-415 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26240578 (1) ·
26243117 (1) ·
26290244 (1) ·
26290245 (1) ·
26295449 (1) ·
26332602 (1) ·
26342072 (1) ·
26370131 (1) ·
26383999 (1) ·
26404846 (1) ·
26405778 (1) ·
27035280 (1) ·
28050237 (1) ·
28504614 (1) ·
28504680 (1) ·
29012564 (1) ·
29073249 (1) ·
29083964 (1) ·
29085374 (1)
Longitude 017:
80032221 (1) ·
80050618 (1) ·
80072029 (1) ·
80072101 (1) ·
80072169 (1) ·
80074641 (1) ·
80075212 (1) ·
80101305 (1) ·
80101307 (1) ·
80120021 (1) ·
80120925 (1) ·
80121251 (1) ·
80121646 (1) ·
80162947 (1) ·
80352939 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014619 (1) ·
81044532 (1) ·
81060638 (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 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)
Culvert 062:
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)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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