Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'Eau-Gallie River ' (1) ·
'FIVE MILE CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Warner Creek ' (1)
Critical 006b:
Facility 007:
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-518 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'US-1 ' (1)
Number 008:
700191 (1) ·
790117 (1) ·
880063 (1) ·
884019 (1) ·
890014 (1) ·
890087 (1) ·
890090 (1) ·
894041 (1) ·
930344 (1) ·
930447 (1) ·
934116 (1) ·
935305 (1) ·
937201 (1) ·
937202 (1) ·
940067 (1) ·
945273 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-518 over Eau-Gallie R.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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)
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) ·
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 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 16 results in range #1 to #16.
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