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: (Click arrow to add another value)
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'C-54 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL L-20 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-68 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-9 (I-95) ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 141st ST ' (1) ·
'At East Canal St. ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'Just North of SR70 on I95' (1) ·
'Over Fellsmere Canal ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
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 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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 42 results in range #1 to #42.
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