Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Canal ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Reed Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR91 TPK (JUPITER INT) ' (1)
Critical 006b:
Facility 007:
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'Loxahatchee Slough' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'S. Burnett Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 116.3 ' (1)
Number 008:
704193 (1) ·
796548 (1) ·
880006 (1) ·
880041 (1) ·
880042 (1) ·
880045 (1) ·
880047 (1) ·
884098 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930546 (1) ·
931012 (1) ·
934167 (1) ·
934168 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'SR 91 at Jupiter Interch ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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:
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:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
