Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1990 or
2006
& Channel 061:
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.
:
1990 or
2006
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'B-19 Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'E-4 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'ICWW ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'CLINT MOORE RD ' (1) ·
'East Island Access' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'MILITARY TRAIL ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 SB ' (1) ·
'West Island Access' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
704099 (1) ·
704100 (1) ·
790151 (1) ·
790217 (1) ·
796401 (1) ·
884077 (1) ·
885809 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
930409 (1) ·
930410 (1) ·
934318 (1) ·
934345 (1) ·
934348 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.2mi W of Clyde Morris Bl' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'AT US-441 SR-7 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
26342072 (1) ·
26361307 (1) ·
26375277 (1) ·
26404695 (1) ·
26404846 (1) ·
27121600 (1) ·
27122400 (1) ·
27123400 (1) ·
27384786 (1) ·
27385110 (1) ·
28272397 (1) ·
28275799 (1) ·
28491498 (1) ·
29014444 (1) ·
29073249 (1)
Longitude 017:
80050618 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80111100 (1) ·
80113000 (1) ·
80115000 (1) ·
80120775 (1) ·
80120925 (1) ·
80121251 (1) ·
80240703 (1) ·
80242065 (1) ·
80494783 (1) ·
80495800 (1) ·
80513613 (1) ·
80541414 (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: (Click arrow to add another value)
Culvert 062:
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)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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