Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12121 (1) ·
12146 (1) ·
12217 (1) ·
12218 (1) ·
12253 (1) ·
12287 (1) ·
13715 (1) ·
15129 (1) ·
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15169 (1) ·
15218 (1) ·
15584 (1) ·
15601 (1) ·
15611 (1) ·
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15614 (1) ·
15618 (1) ·
15625 (1) ·
15641 (1) ·
15642 (1) ·
15679 (1) ·
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15820 (1) ·
15822 (1) ·
15852 (1) ·
15999 (1) ·
19215 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Drainage Canal ' (1) ·
'E-2-E Canal ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Nav. Banana River Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-401 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'WARNER CREEK ' (1) ·
Brushy Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'CR-508 (69TH ST.) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-723 ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 704 ' (1) ·
'Girard Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG ROAD ' (1) ·
'Malabar Rd ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-528 WB ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'US-92 ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB PGA Blvd. ' (1) ·
I-95 (1)
Number 008:
700015 (1) ·
700074 (1) ·
700163 (1) ·
700164 (1) ·
704016 (1) ·
705953 (1) ·
790114 (1) ·
880018 (1) ·
880020 (1) ·
884028 (1) ·
890009 (1) ·
890083 (1) ·
930032 (1) ·
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930349 (1) ·
934224 (1) ·
934295 (1) ·
934297 (1) ·
934408 (1) ·
937706 (1)
Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI W OF CR-615 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1)
Latitude 016:
26202200 (1) ·
26271298 (1) ·
26364900 (1) ·
26403896 (1) ·
26420100 (1) ·
26420393 (1) ·
26422136 (1) ·
26422223 (1) ·
26432987 (1) ·
26433040 (1) ·
26461850 (1) ·
26461960 (1) ·
26504000 (1) ·
26504098 (1) ·
27121998 (1) ·
27140822 (1) ·
27390014 (1) ·
27392653 (1) ·
27431016 (1) ·
27595668 (1) ·
28123269 (1) ·
28124426 (1) ·
28233806 (1) ·
28240489 (1) ·
28241991 (1) ·
29095910 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80040685 (1) ·
80040800 (1) ·
80041855 (1) ·
80043087 (1) ·
80043390 (1) ·
80043770 (1) ·
80043860 (1) ·
80054560 (1) ·
80054725 (1) ·
80071317 (1) ·
80085094 (1) ·
80101847 (1) ·
80141088 (1) ·
80195431 (1) ·
80284193 (1) ·
80294391 (1) ·
80294417 (1) ·
80375564 (1) ·
80401219 (1) ·
80401800 (1) ·
80424447 (1) ·
80424785 (1) ·
80444580 (1) ·
81051588 (1)
Owner 022:
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:
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:
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:
Rebuilt 106: (Click arrow to add another value)
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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