Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2-W canal ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'SUBDIVISION CANAL ' (1)
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-880 ' (1) ·
'Dundas Court ' (1) ·
'HICKORY DRIVE ' (1) ·
'LARCH AVE ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'US-98 US-441 SR-80' (1) ·
'VENICE DRIVE ' (1)
Number 008:
930406 (1) ·
930448 (1) ·
930449 (1) ·
930557 (1) ·
930910 (1) ·
935301 (1) ·
935302 (1) ·
935502 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
940028 (1) ·
940079 (1) ·
940110 (1) ·
944013 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
Location 009:
'.3m N of Martin Co. line ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 19 results in range #1 to #19.
