Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027:
1956 
& Channel 061:
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.
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Earman River (C-17) ' (1) ·
'EL RIO CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'L-10 Canal ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL G CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'POPPOLTON CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'65TH ST. ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Levee Road ' (1) ·
'NB US-1 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
790116 (1) ·
880040 (1) ·
880049 (1) ·
890048 (1) ·
930003 (1) ·
930146 (1) ·
930241 (1) ·
930333 (1) ·
930334 (1) ·
930805 (1) ·
935301 (1) ·
935302 (1) ·
935508 (1) ·
940072 (1) ·
940079 (1) ·
940082 (1) ·
940106 (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) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'300FT East of CR-717 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'By Indian Grove Dr. ' (1) ·
'Just North of SR-850 ' (1) ·
'LAKE WORTH INTERCHANGE ' (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:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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