Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'E-4 CANAL ' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'L-78 Borrow Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-524 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
George King Blvd (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR-3 ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LYONS ROAD ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR-A1A NB ' (1) ·
'VETERANS WALK ' (1) ·
SR-46 (1) ·
SR-A1A SB (1)
Number 008:
700002 (1) ·
700054 (1) ·
700083 (1) ·
700103 (1) ·
700128 (1) ·
700145 (1) ·
700149 (1) ·
700194 (1) ·
700210 (1) ·
700211 (1) ·
794081 (1) ·
880096 (1) ·
880097 (1) ·
885808 (1) ·
890126 (1) ·
930460 (1) ·
930499 (1) ·
930500 (1) ·
930520 (1) ·
931006 (1) ·
934164 (1) ·
934470 (1) ·
934942 (1) ·
934953 (1) ·
940056 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'1.5 miles South of SR 806' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-46 over Six Mile Cr (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26252844 (1) ·
26262220 (1) ·
26271349 (1) ·
26321971 (1) ·
26332602 (1) ·
26403700 (1) ·
26453240 (1) ·
26475062 (1) ·
27061911 (1) ·
27265121 (1) ·
27382980 (1) ·
27383040 (1) ·
27385354 (1) ·
28122895 (1) ·
28124563 (1) ·
28124610 (1) ·
28222787 (1) ·
28222835 (1) ·
28241290 (1) ·
28241322 (1) ·
28313962 (1) ·
28314033 (1) ·
28395620 (1) ·
29094220 (1)
Longitude 017:
80050618 (1) ·
80052000 (1) ·
80052100 (1) ·
80052450 (1) ·
80052810 (1) ·
80053227 (1) ·
80064300 (1) ·
80102834 (1) ·
80111927 (1) ·
80155436 (1) ·
80220390 (1) ·
80253838 (1) ·
80362348 (1) ·
80362349 (1) ·
80370688 (1) ·
80370748 (1) ·
80381732 (1) ·
80443870 (1) ·
80472690 (1) ·
80472715 (1) ·
80481496 (1) ·
80481590 (1) ·
80543618 (1) ·
81232464 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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:
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 by assessment, 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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