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:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2-E Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'27TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'HARRIS RD ' (1) ·
'IBIS WAY ' (1) ·
'Indian Lake Road ' (1) ·
'Lake Worth Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Richland Ave ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1)
Number 008:
704013 (1) ·
790801 (1) ·
794061 (1) ·
794063 (1) ·
880053 (1) ·
885809 (1) ·
894050 (1) ·
894051 (1) ·
930456 (1) ·
934128 (1) ·
934129 (1) ·
934138 (1) ·
934221 (1) ·
934328 (1) ·
934347 (1) ·
934489 (1) ·
934515 (1) ·
934914 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1) ·
936801 (1) ·
937715 (1)
Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
Latitude 016:
26295449 (1) ·
26321988 (1) ·
26331348 (1) ·
26350275 (1) ·
26370347 (1) ·
26374169 (1) ·
26375624 (1) ·
26382089 (1) ·
26382116 (1) ·
26401668 (1) ·
26413718 (1) ·
26423844 (1) ·
26494457 (1) ·
26525635 (1) ·
26525705 (1) ·
27060944 (1) ·
27062187 (1) ·
27384786 (1) ·
27453510 (1) ·
28220892 (1) ·
29021899 (1) ·
29024857 (1) ·
29095886 (1)
Longitude 017:
80022643 (1) ·
80023162 (1) ·
80041853 (1) ·
80043055 (1) ·
80043232 (1) ·
80043939 (1) ·
80043945 (1) ·
80061936 (1) ·
80062363 (1) ·
80075212 (1) ·
80102258 (1) ·
80120806 (1) ·
80121445 (1) ·
80121898 (1) ·
80161911 (1) ·
80162515 (1) ·
80240703 (1) ·
80250470 (1) ·
80413113 (1) ·
80413508 (1) ·
80574874 (1) ·
80575726 (1) ·
81091698 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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