Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'Canal C-46 ' (1) ·
'Canal L-14 ' (1) ·
'CANAL-17 ' (1) ·
'Cow Creek ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CSX RR ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FECRR ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'ORANGE CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1)
Critical 006b:
Facility 007:
'10th Ave North ' (1) ·
'CENTER DR. ' (1) ·
'CONGRESS AVE ' (1) ·
'Congress Ave. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-880 ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Eldron Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'Maytown Road ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Dixie Highway ' (1) ·
'PARK AVE. W. ' (1) ·
'Quantum Blvd. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 SB TPK 100.15' (1)
Number 008:
700002 (1) ·
700083 (1) ·
700103 (1) ·
700149 (1) ·
705917 (1) ·
794032 (1) ·
894029 (1) ·
930142 (1) ·
930163 (1) ·
930263 (1) ·
930351 (1) ·
930359 (1) ·
930460 (1) ·
930499 (1) ·
930500 (1) ·
930520 (1) ·
931006 (1) ·
934164 (1) ·
934350 (1) ·
934470 (1) ·
936375 (1) ·
940056 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.5 miles South of SR 806' (1) ·
'10th Ave North over I 95 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'At Exit 74 ' (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) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26252844 (1) ·
26262220 (1) ·
26271349 (1) ·
26325650 (1) ·
26360890 (1) ·
26360932 (1) ·
26374035 (1) ·
26403700 (1) ·
26404182 (1) ·
26423954 (1) ·
26453240 (1) ·
26475062 (1) ·
26490300 (1) ·
27024321 (1) ·
27265121 (1) ·
27581117 (1) ·
28124563 (1) ·
28124610 (1) ·
28313962 (1) ·
28314033 (1) ·
28502280 (1)
Longitude 017:
80040645 (1) ·
80045519 (1) ·
80051020 (1) ·
80051026 (1) ·
80052000 (1) ·
80052100 (1) ·
80052230 (1) ·
80052450 (1) ·
80052810 (1) ·
80053227 (1) ·
80064300 (1) ·
80081956 (1) ·
80102834 (1) ·
80222157 (1) ·
80253838 (1) ·
80270492 (1) ·
80362348 (1) ·
80362349 (1) ·
80393940 (1) ·
80472690 (1) ·
80472715 (1) ·
81012877 (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 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:
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 (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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