Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12167 (1) ·
13709 (1) ·
13753 (1) ·
15129 (1) ·
15130 (1) ·
15131 (1) ·
15164 (1) ·
15186 (1) ·
15974 (1) ·
15975 (1) ·
15976 (1) ·
15977 (1) ·
15978 (1) ·
15979 (1) ·
15981 (1) ·
15982 (1) ·
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15986 (1) ·
15987 (1) ·
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15989 (1) ·
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15993 (1) ·
15995 (1)
County 003:
Place 004:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-619 82ND AVE. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HICKORY DRIVE ' (1) ·
'HOLLY DRIVE ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MADRID STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1)
Number 008:
700097 (1) ·
790099 (1) ·
790941 (1) ·
880018 (1) ·
880019 (1) ·
880020 (1) ·
884020 (1) ·
884065 (1) ·
937001 (1) ·
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937356 (1) ·
937357 (1) ·
937358 (1) ·
937359 (1) ·
937362 (1) ·
937366 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1)
Latitude 016:
26412989 (1) ·
26414262 (1) ·
26415540 (1) ·
26415742 (1) ·
26420973 (1) ·
26421675 (1) ·
26423137 (1) ·
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26494723 (1) ·
26500997 (1) ·
26501040 (1) ·
26501044 (1) ·
27380220 (1) ·
27390014 (1) ·
27391331 (1) ·
27392653 (1) ·
27403887 (1) ·
27533277 (1) ·
28520760 (1) ·
28520804 (1)
Longitude 017:
80043826 (1) ·
80052354 (1) ·
80053044 (1) ·
80062177 (1) ·
80064587 (1) ·
80071574 (1) ·
80123486 (1) ·
80125285 (1) ·
80130371 (1) ·
80130501 (1) ·
80130754 (1) ·
80130890 (1) ·
80131606 (1) ·
80131759 (1) ·
80134407 (1) ·
80134460 (1) ·
80134651 (1) ·
80134748 (1) ·
80264868 (1) ·
80294317 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1) ·
80353842 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027:
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)
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)
Future 114:
Clearance 116:
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