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:
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'Reed Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB SR-710 ' (1) ·
'Lake Ashby Road ' (1) ·
'MURPHY RD ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1)
Number 008:
700171 (1) ·
790033 (1) ·
790034 (1) ·
790035 (1) ·
794146 (1) ·
796500 (1) ·
890066 (1) ·
890068 (1) ·
890103 (1) ·
890112 (1) ·
890135 (1) ·
894054 (1) ·
930120 (1) ·
937361 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1) ·
940050 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
Longitude 017:
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:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 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 19 results in range #1 to #19.
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