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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Halifax River ' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'St Johns River Relief ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US-192 WB ' (1) ·
'Volco Road ' (1)
Number 008:
700023 (1) ·
790147 (1) ·
794131 (1) ·
794133 (1) ·
880052 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
884055 (1) ·
890082 (1) ·
890083 (1) ·
890085 (1) ·
890138 (1) ·
930098 (1) ·
930223 (1) ·
930235 (1) ·
930334 (1) ·
937005 (1) ·
940049 (1) ·
940082 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26360866 (1) ·
26371314 (1) ·
26403240 (1) ·
26450626 (1) ·
26501040 (1) ·
27033219 (1) ·
27102733 (1) ·
27121998 (1) ·
27150311 (1) ·
27154481 (1) ·
27154501 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27413662 (1) ·
27451178 (1) ·
28053027 (1) ·
28543436 (1) ·
28544228 (1) ·
29083964 (1)
Longitude 017:
80022719 (1) ·
80071574 (1) ·
80080366 (1) ·
80101893 (1) ·
80102470 (1) ·
80133779 (1) ·
80142789 (1) ·
80184796 (1) ·
80195431 (1) ·
80210806 (1) ·
80210855 (1) ·
80254429 (1) ·
80264603 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80454965 (1) ·
80543046 (1) ·
80544759 (1) ·
80590233 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062: (Click arrow to add another value)
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 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 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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
