Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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- 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:
'14TH STREET CANAL ' (1) ·
'BARBARA BASIN ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'Brando Canal ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'Sebastian Canal West ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SWEETIE SLOUGH ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR708 125.4 ' (1) ·
'HARRIS RD ' (1) ·
'ISLAND RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Wilden Road ' (1)
Number 008:
704086 (1) ·
790148 (1) ·
790152 (1) ·
795700 (1) ·
880041 (1) ·
880042 (1) ·
884054 (1) ·
890079 (1) ·
890082 (1) ·
890085 (1) ·
890119 (1) ·
890126 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
930159 (1) ·
930223 (1) ·
930235 (1) ·
930239 (1) ·
934515 (1) ·
935303 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.25mi W OF I-95 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
26291118 (1) ·
26360866 (1) ·
26423844 (1) ·
26450626 (1) ·
26474455 (1) ·
26554196 (1) ·
26581931 (1) ·
27023878 (1) ·
27033219 (1) ·
27044705 (1) ·
27061911 (1) ·
27091468 (1) ·
27102733 (1) ·
27104516 (1) ·
27111437 (1) ·
27373700 (1) ·
27391964 (1) ·
27414386 (1) ·
27512287 (1) ·
29012564 (1) ·
29020655 (1) ·
29085374 (1)
Longitude 017:
80044372 (1) ·
80075399 (1) ·
80080366 (1) ·
80090356 (1) ·
80102470 (1) ·
80104223 (1) ·
80111512 (1) ·
80111729 (1) ·
80120030 (1) ·
80142214 (1) ·
80142789 (1) ·
80155436 (1) ·
80183914 (1) ·
80184796 (1) ·
80224294 (1) ·
80312721 (1) ·
80383434 (1) ·
80383595 (1) ·
80413113 (1) ·
80545924 (1) ·
80550332 (1) ·
80583172 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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 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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
