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:
'C-17 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'N CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Over D Canal ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'KELLER ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MISSION HILL ROAD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Palm Bay Library ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SIMARA STREET ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
704256 (1) ·
880063 (1) ·
884019 (1) ·
884062 (1) ·
890090 (1) ·
894001 (1) ·
894040 (1) ·
895504 (1) ·
930441 (1) ·
930800 (1) ·
934116 (1) ·
934506 (1) ·
934922 (1) ·
934923 (1) ·
935305 (1) ·
936350 (1) ·
936550 (1) ·
937201 (1) ·
937202 (1) ·
940049 (1) ·
940067 (1) ·
945250 (1)
Location 009:
'0.2 MI W of I-95 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'8.9 miles west of SR-76 ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26294400 (1) ·
26375694 (1) ·
26381073 (1) ·
26382390 (1) ·
26410304 (1) ·
26442375 (1) ·
26485165 (1) ·
26490288 (1) ·
26515528 (1) ·
27052013 (1) ·
27102110 (1) ·
27111660 (1) ·
27132091 (1) ·
27153115 (1) ·
27154481 (1) ·
27245404 (1) ·
27355685 (1) ·
27445555 (1) ·
27481770 (1) ·
27594683 (1)
Longitude 017:
80040599 (1) ·
80041919 (1) ·
80042484 (1) ·
80044085 (1) ·
80054760 (1) ·
80054780 (1) ·
80074430 (1) ·
80112090 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80162552 (1) ·
80162939 (1) ·
80172570 (1) ·
80210855 (1) ·
80214936 (1) ·
80242120 (1) ·
80294169 (1) ·
80301990 (1) ·
80321756 (1) ·
80341739 (1) ·
80401795 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (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 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) ·
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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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) ·
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:
Showing below up to 22 results in range #1 to #22.
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