Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Organization (18)
- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Cow Creek ' (1) ·
'Drainage Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'61ST./PECAN GROVE ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'I-95 (SR 9) ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'McClure Road ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd ' (1) ·
'US98/441 SR15/700 ' (1)
Number 008:
790060 (1) ·
790061 (1) ·
794007 (1) ·
880006 (1) ·
880045 (1) ·
880047 (1) ·
884020 (1) ·
884027 (1) ·
884028 (1) ·
884038 (1) ·
890155 (1) ·
894049 (1) ·
930540 (1) ·
935303 (1) ·
935507 (1) ·
936701 (1)
Location 009:
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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:
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:
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