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:
Features 006a:
'Casa Mar Dr ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Header Canal ' (1) ·
'Lake Gertie ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'SR 70 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'CR-606 Oslo Rd ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'I 95 SR 9 ' (1) ·
'Lyons Rd ' (1) ·
'Spanish River Blvd' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'Stribling Way ' (1) ·
'WB Forest Hill Bld' (1)
Number 008:
794121 (1) ·
884071 (1) ·
890113 (1) ·
894009 (1) ·
930450 (1) ·
930490 (1) ·
930514 (1) ·
931004 (1) ·
931005 (1) ·
934301 (1) ·
934363 (1) ·
934954 (1) ·
934958 (1) ·
935222 (1) ·
940134 (1) ·
940135 (1) ·
944015 (1)
Location 009:
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'At CR-613 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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