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:
Direction 005e:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Ashby Canal ' (1) ·
'M-1 CANAL ' (1) ·
'Navy Canal ' (1) ·
'Reed Canal ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1)
Critical 006b:
Facility 007:
'Bellevue Ave ' (1) ·
'Berry Avenue ' (1) ·
'Graham Road ' (1) ·
'Lake Ashby Road ' (1) ·
'MURPHY RD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-40 ' (1) ·
'SR-5A ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1)
Number 008:
790132 (1) ·
790135 (1) ·
790249 (1) ·
794146 (1) ·
796500 (1) ·
890112 (1) ·
894054 (1) ·
930325 (1) ·
930401 (1) ·
934220 (1) ·
937361 (1) ·
937363 (1) ·
940092 (1) ·
940093 (1) ·
940096 (1) ·
940097 (1) ·
940100 (1) ·
940137 (1)
Location 009:
'.75 MI. S. of US-92 ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (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:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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: (Click arrow to add another value)
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 18 results in range #1 to #18.
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