Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
16097 (1) ·
16103 (1) ·
16104 (1) ·
16105 (1) ·
16106 (1) ·
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19562 (1) ·
19563 (1)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'C-24 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) ·
'ELKCAM WATERWAY ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'HOWARD CREEK ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'Becker Road ' (1) ·
'COLUMBUS DR. ' (1) ·
'Crosstown Parkway ' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KESTOR DR ' (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) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'UNDALLO RD ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
940160 (1) ·
940161 (1) ·
941001 (1) ·
944008 (1) ·
944018 (1) ·
945250 (1) ·
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945266 (1) ·
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945269 (1) ·
945270 (1) ·
945271 (1) ·
945272 (1) ·
945273 (1) ·
945274 (1) ·
949901 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.1Mi. E of Bayshore 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) ·
'0.3 Mi. W of SE Bosko 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) ·
'0.6MI W OF US-1 ' (1) ·
'0.7 Mi. West of I-95 ' (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) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1)
Latitude 016:
27123412 (1) ·
27123510 (1) ·
27124842 (1) ·
27125212 (1) ·
27125867 (1) ·
27130073 (1) ·
27130163 (1) ·
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27201587 (1) ·
27214154 (1) ·
27220029 (1) ·
27220118 (1)
Longitude 017:
80172570 (1) ·
80195445 (1) ·
80200100 (1) ·
80200930 (1) ·
80205419 (1) ·
80205945 (1) ·
80212173 (1) ·
80213056 (1) ·
80213453 (1) ·
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80215355 (1) ·
80215969 (1) ·
80220192 (1) ·
80221334 (1) ·
80221826 (1) ·
80221889 (1) ·
80222500 (1) ·
80222755 (1) ·
80222756 (1) ·
80224460 (1) ·
80230070 (1) ·
80231068 (1) ·
80232953 (1) ·
80240190 (1) ·
80250330 (1) ·
80252443 (1) ·
80253500 (1)
Owner 022: (Click arrow to add another value)
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: (Click arrow to add another value)
Culvert 062:
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)
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)
Future 114:
Clearance 116:
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