Drilldown: bridge data
From Indian River Lagoon Project
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Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
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'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
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'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Murray Creek ' (1) ·
'POPPELTON CREEK ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SIMS CREEK ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR714 PALM CITY RD' (1) ·
'DYER PARK ROAD ' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'FLORESTA DR ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'I-95 ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Riverside Dr ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-1 ' (1)
Number 008:
700110 (1) ·
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Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1/2MI S of US-1 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
Latitude 016:
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Longitude 017:
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81193290 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
111000 (1) ·
1139 (1) ·
12250 (1) ·
12304 (1) ·
13300 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
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6700 (1) ·
716 (1) ·
7600 (1) ·
7630 (1) ·
769 (1) ·
800 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1000 (1) ·
11625 (1) ·
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1378 (1) ·
1379 (1) ·
192 (1) ·
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21347 (1) ·
22070 (1) ·
23076 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
32618 (1) ·
3556 (1) ·
35568 (1) ·
39037 (1) ·
4000 (1) ·
44197 (1) ·
45978 (1) ·
600 (1) ·
7200 (1) ·
75472 (1) ·
82412 (1) ·
828 (1) ·
930 (1) ·
931 (1) ·
960 (1)
Clearance 116:
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