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:
'Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Earman River (C-17) ' (1) ·
'EL RIO CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'POPPOLTON CREEK ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'65TH ST. ' (1) ·
'90TH AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Levee Road ' (1) ·
'NB US-1 ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
790116 (1) ·
880040 (1) ·
880049 (1) ·
884016 (1) ·
890048 (1) ·
890079 (1) ·
930003 (1) ·
930004 (1) ·
930215 (1) ·
930333 (1) ·
930805 (1) ·
935301 (1) ·
935302 (1) ·
935508 (1) ·
940027 (1) ·
940038 (1) ·
940072 (1) ·
940079 (1) ·
941000 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.3m N of Martin Co. line ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'300FT East of CR-717 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT 4TH STREET ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'By Indian Grove Dr. ' (1) ·
'Just North of SR-850 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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)
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:
Rebuilt 106:
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)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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