Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Tide Relief Canal ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-472 EB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-520 EB ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'WB Spanish River ' (1)
Number 008:
700082 (1) ·
700137 (1) ·
700148 (1) ·
790053 (1) ·
880051 (1) ·
880053 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884058 (1) ·
884060 (1) ·
885601 (1) ·
890068 (1) ·
930142 (1) ·
930154 (1) ·
930226 (1) ·
930361 (1) ·
935206 (1) ·
940049 (1) ·
940050 (1) ·
940082 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'A1A on Singer Island ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26201913 (1) ·
26231074 (1) ·
26231130 (1) ·
26423954 (1) ·
26490902 (1) ·
27092801 (1) ·
27154481 (1) ·
27154501 (1) ·
27222822 (1) ·
27392294 (1) ·
27392357 (1) ·
27412374 (1) ·
27431010 (1) ·
27431016 (1) ·
27452066 (1) ·
27453074 (1) ·
27453510 (1) ·
27481770 (1) ·
28124312 (1) ·
28124379 (1) ·
28212281 (1) ·
28571848 (1)
Longitude 017:
80022456 (1) ·
80041209 (1) ·
80041536 (1) ·
80060914 (1) ·
80081956 (1) ·
80180781 (1) ·
80210806 (1) ·
80210855 (1) ·
80230229 (1) ·
80230306 (1) ·
80230357 (1) ·
80250470 (1) ·
80252909 (1) ·
80274529 (1) ·
80284193 (1) ·
80285095 (1) ·
80290638 (1) ·
80301990 (1) ·
80371385 (1) ·
80371403 (1) ·
80430520 (1) ·
81152780 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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: (Click arrow to add another value)
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 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) ·
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 22 results in range #1 to #22.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
