Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'CANAL L-20 ' (1) ·
'Dirksen Drive ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'I-4 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'Loxahatchee River ' (1) ·
'Padgett Creek ' (1) ·
'Relief E.of North Bridge' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-442 ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-40 WB ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 ' (1) ·
I-95 SB (1)
Number 008:
700007 (1) ·
700008 (1) ·
700027 (1) ·
700028 (1) ·
700043 (1) ·
700123 (1) ·
790027 (1) ·
790030 (1) ·
790042 (1) ·
790053 (1) ·
790062 (1) ·
790099 (1) ·
790152 (1) ·
790941 (1) ·
880053 (1) ·
930159 (1) ·
930269 (1) ·
930339 (1) ·
940046 (1) ·
940058 (1) ·
940094 (1)
Location 009:
'0.5mi. East of US-1 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'City of Jupiter ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 SB - SR-442 ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26465867 (1) ·
26474455 (1) ·
26565506 (1) ·
27272767 (1) ·
27283927 (1) ·
27284570 (1) ·
27453510 (1) ·
28070512 (1) ·
28072700 (1) ·
28084581 (1) ·
28084584 (1) ·
28241880 (1) ·
28241892 (1) ·
28425058 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28570267 (1) ·
28571848 (1) ·
29012564 (1) ·
29151780 (1)
Longitude 017:
80025351 (1) ·
80052130 (1) ·
80075399 (1) ·
80184630 (1) ·
80190872 (1) ·
80250470 (1) ·
80270308 (1) ·
80374336 (1) ·
80375049 (1) ·
80384626 (1) ·
80393049 (1) ·
80422077 (1) ·
80422180 (1) ·
80550332 (1) ·
80570342 (1) ·
81020286 (1) ·
81072482 (1) ·
81152780 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
Superstructure 059: (Click arrow to add another value)
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 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 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)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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