Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12250 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Goat Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'Hurley Blvd ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KESTOR DR ' (1) ·
'Malabar Rd ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'UNDALLO RD ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
700204 (1) ·
700205 (1) ·
704004 (1) ·
704042 (1) ·
705500 (1) ·
705919 (1) ·
940049 (1) ·
940082 (1) ·
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945271 (1)
Location 009:
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
27124842 (1) ·
27125212 (1) ·
27125867 (1) ·
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27595640 (1) ·
28003795 (1)
Longitude 017:
80172570 (1) ·
80195445 (1) ·
80200930 (1) ·
80205419 (1) ·
80205945 (1) ·
80210806 (1) ·
80210855 (1) ·
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80214187 (1) ·
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80214554 (1) ·
80215355 (1) ·
80215969 (1) ·
80220192 (1) ·
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80221116 (1) ·
80221889 (1) ·
80222500 (1) ·
80224460 (1) ·
80230070 (1) ·
80231068 (1) ·
80232953 (1) ·
80252443 (1) ·
80323926 (1) ·
80324008 (1) ·
80355219 (1) ·
80372083 (1) ·
80424614 (1) ·
80424640 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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) ·
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)
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)
Future 114:
Clearance 116:
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