Drilldown: bridge data
From Indian River Lagoon Project
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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) ·
'E-4 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'Indian River ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Nova Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'St Johns River Relief ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-4 WB ' (1) ·
'Lake Worth Road ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-520 WB ' (1) ·
'SR-A1A ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-192 WB ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700023 (1) ·
700061 (1) ·
700170 (1) ·
790008 (1) ·
790106 (1) ·
790147 (1) ·
790148 (1) ·
790152 (1) ·
796401 (1) ·
930069 (1) ·
930402 (1) ·
930410 (1) ·
930413 (1) ·
934345 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
935100 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5 mile E. of US-1 ' (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-Port Orange Relief ' (1) ·
'AT US-441 SR-7 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'Just W. of Congress Ave.' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26273366 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
26342072 (1) ·
26370131 (1) ·
26404846 (1) ·
26405710 (1) ·
26405778 (1) ·
28053027 (1) ·
28212333 (1) ·
28212408 (1) ·
29012564 (1) ·
29073249 (1) ·
29083964 (1) ·
29085374 (1) ·
29091631 (1) ·
29103167 (1)
Longitude 017:
80050618 (1) ·
80054734 (1) ·
80072101 (1) ·
80072169 (1) ·
80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80120925 (1) ·
80121251 (1) ·
80121646 (1) ·
80162947 (1) ·
80393620 (1) ·
80430569 (1) ·
80432470 (1) ·
80454965 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014150 (1) ·
81014619 (1) ·
81044346 (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) ·
N/A (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 not over waterway. (1)
Future 114:
Clearance 116:
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