Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1952 or
1984
& 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.
:
1952 or
1984
& 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:
Route 005d:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'Ten Mile Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'DARWIN BLVD ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'IBIS WAY ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PAAR DR ' (1) ·
'Pioneer Trail ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SW 22ND WAY ' (1) ·
'UNDALLO RD ' (1) ·
'WALLIS ROAD ' (1) ·
'WB SR-70 ' (1)
Number 008:
794117 (1) ·
890043 (1) ·
890110 (1) ·
890111 (1) ·
930064 (1) ·
930367 (1) ·
934223 (1) ·
934331 (1) ·
934920 (1) ·
934921 (1) ·
935306 (1) ·
935900 (1) ·
936801 (1) ·
937362 (1) ·
937366 (1) ·
940120 (1) ·
945255 (1) ·
945258 (1) ·
945259 (1) ·
945260 (1) ·
945262 (1) ·
945263 (1) ·
945266 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200ft. W of A1A ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Between SR-A1A & SR-5 ' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26235789 (1) ·
26274181 (1) ·
26302557 (1) ·
26344631 (1) ·
26382089 (1) ·
26383900 (1) ·
26405332 (1) ·
26414262 (1) ·
26423785 (1) ·
27081140 (1) ·
27121953 (1) ·
27122261 (1) ·
27125212 (1) ·
27130163 (1) ·
27130199 (1) ·
27130777 (1) ·
27132776 (1) ·
27132857 (1) ·
27165946 (1) ·
27233900 (1) ·
29013457 (1)
Longitude 017:
80022643 (1) ·
80030866 (1) ·
80035127 (1) ·
80040020 (1) ·
80044341 (1) ·
80052320 (1) ·
80074249 (1) ·
80105691 (1) ·
80121056 (1) ·
80123486 (1) ·
80134460 (1) ·
80205419 (1) ·
80212173 (1) ·
80214187 (1) ·
80221889 (1) ·
80224460 (1) ·
80230070 (1) ·
80240091 (1) ·
80240291 (1) ·
80252443 (1) ·
80273077 (1) ·
80572813 (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) ·
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 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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