Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
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Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (1) ·
'E-4 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-3 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'FLORESTA DR ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'SR-44 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700108 (1) ·
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700111 (1) ·
700112 (1) ·
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704011 (1) ·
705907 (1) ·
705908 (1) ·
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.8 Mile North of SR-520 ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (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 W OF I-95 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
Latitude 016:
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Longitude 017:
80040030 (1) ·
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80541414 (1) ·
80550332 (1) ·
81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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)
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) ·
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:
Clearance 116:
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