Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway 
& Kind 043a:
Prestressed concrete
& Substructure 060:
Satisfactory
& Kind 043a:
Prestressed concrete
& Substructure 060:
Satisfactory Use the filters below to narrow your results.
ObjectID:
12124 (1) ·
12148 (1) ·
12152 (1) ·
12153 (1) ·
12154 (1) ·
12156 (1) ·
12181 (1) ·
12201 (1) ·
12206 (1) ·
12207 (1) ·
12209 (1) ·
12255 (1) ·
13672 (1) ·
13682 (1) ·
13695 (1) ·
13696 (1) ·
13760 (1) ·
13767 (1) ·
13811 (1) ·
15216 (1) ·
15234 (1) ·
15275 (1) ·
15596 (1) ·
15685 (1) ·
15960 (1) ·
16016 (1) ·
16019 (1) ·
16024 (1) ·
18738 (1) ·
19367 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Cow Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Gabordy's Canal ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indian River West Relief' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'TAYLOR CREEK ' (1) ·
'Tomoka River ' (1) ·
'US-17-92-St Johns River ' (1) ·
'US-17/92 ' (1)
Critical 006b:
Facility 007:
'BEL LIDO DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 76A ' (1) ·
'CR-700 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'E. Minnesota Ave. ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'I-4 EB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Maytown Road ' (1) ·
'RANGE LINERD CR609' (1) ·
'Riverside Drive ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-472 ' (1) ·
'SR-528 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-192 WB ' (1)
Number 008:
700023 (1) ·
700076 (1) ·
700080 (1) ·
700081 (1) ·
700082 (1) ·
700084 (1) ·
700114 (1) ·
700142 (1) ·
700147 (1) ·
700148 (1) ·
700150 (1) ·
704019 (1) ·
790029 (1) ·
790055 (1) ·
790077 (1) ·
790078 (1) ·
790197 (1) ·
794014 (1) ·
794032 (1) ·
795713 (1) ·
890079 (1) ·
890114 (1) ·
894021 (1) ·
930085 (1) ·
930241 (1) ·
930356 (1) ·
935900 (1) ·
940026 (1) ·
940029 (1) ·
940041 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'200ft. W of A1A ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'CR 76A over I-95 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
26235789 (1) ·
26410475 (1) ·
26502431 (1) ·
26571548 (1) ·
26581931 (1) ·
26590684 (1) ·
27073546 (1) ·
27122264 (1) ·
27275808 (1) ·
27281147 (1) ·
28053027 (1) ·
28121937 (1) ·
28122002 (1) ·
28123289 (1) ·
28123691 (1) ·
28123758 (1) ·
28124312 (1) ·
28124379 (1) ·
28171453 (1) ·
28241822 (1) ·
28270988 (1) ·
28271054 (1) ·
28423852 (1) ·
28500676 (1) ·
28502280 (1) ·
28582691 (1) ·
29001931 (1) ·
29020919 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80040020 (1) ·
80065384 (1) ·
80095581 (1) ·
80095948 (1) ·
80104223 (1) ·
80190839 (1) ·
80194850 (1) ·
80232525 (1) ·
80232703 (1) ·
80285306 (1) ·
80371385 (1) ·
80371403 (1) ·
80374128 (1) ·
80374130 (1) ·
80380233 (1) ·
80392343 (1) ·
80392362 (1) ·
80393043 (1) ·
80443323 (1) ·
80454965 (1) ·
80534962 (1) ·
80534993 (1) ·
80544173 (1) ·
81012278 (1) ·
81012877 (1) ·
81070414 (1) ·
81070520 (1) ·
81160318 (1) ·
81175636 (1) ·
81190878 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 conditions; field review indicates action is required to protect exposed foundations (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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 30 results in range #1 to #30.
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