Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C STANLEY WEAVER CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'Rio Mar Bay ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Cassadaga Road ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'MAPP ROAD ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'River Drive ' (1) ·
'Sea Ray Drive ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'VILLAGE BLVD (SB) ' (1)
Number 008:
704011 (1) ·
704144 (1) ·
705500 (1) ·
790210 (1) ·
794015 (1) ·
885812 (1) ·
894044 (1) ·
894059 (1) ·
894060 (1) ·
930197 (1) ·
930392 (1) ·
930398 (1) ·
934162 (1) ·
934229 (1) ·
934240 (1) ·
934275 (1) ·
934276 (1) ·
934328 (1) ·
934350 (1) ·
934482 (1) ·
934900 (1) ·
934950 (1) ·
935221 (1) ·
937710 (1)
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Cassadaga Road over I-4 ' (1)
Latitude 016:
26195472 (1) ·
26195500 (1) ·
26212337 (1) ·
26260295 (1) ·
26322054 (1) ·
26360890 (1) ·
26374169 (1) ·
26415000 (1) ·
26422060 (1) ·
26422066 (1) ·
26422645 (1) ·
26440066 (1) ·
26475245 (1) ·
26515340 (1) ·
26561812 (1) ·
26583556 (1) ·
27102500 (1) ·
27122000 (1) ·
27382700 (1) ·
28003795 (1) ·
28220616 (1) ·
28242068 (1) ·
28575858 (1) ·
29123848 (1)
Longitude 017:
80035653 (1) ·
80035730 (1) ·
80051026 (1) ·
80053241 (1) ·
80055370 (1) ·
80055517 (1) ·
80055723 (1) ·
80061975 (1) ·
80070200 (1) ·
80070400 (1) ·
80074380 (1) ·
80075632 (1) ·
80080218 (1) ·
80095067 (1) ·
80121445 (1) ·
80161000 (1) ·
80184167 (1) ·
80214400 (1) ·
80221900 (1) ·
80355219 (1) ·
80405551 (1) ·
80413919 (1) ·
81010311 (1) ·
81151506 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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) ·
Bridge not over waterway. (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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