Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Drainage Canal ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Frazier Creek ' (1) ·
'KRUEGER CREEK ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-2E Canal ' (1) ·
'MAPLE CREEK ' (1) ·
'SWA Retention Canal ' (1) ·
'Tidal Canal ' (1)
Critical 006b:
Facility 007:
'COUNTY LINE RD ' (1) ·
'CR-708 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Drive ' (1) ·
'Jog Road ' (1) ·
'Lantana Road ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SAVONA BLVD. ' (1) ·
'Service Road ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1)
Number 008:
890002 (1) ·
890079 (1) ·
890112 (1) ·
890120 (1) ·
894021 (1) ·
894033 (1) ·
894063 (1) ·
894064 (1) ·
930241 (1) ·
934116 (1) ·
934158 (1) ·
934366 (1) ·
934517 (1) ·
936656 (1) ·
945256 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2MI E of SR-76 ' (1) ·
'Indian Riverside Park ' (1) ·
'SR-5 S of Roosevelt BR ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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 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)
Culvert 062:
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 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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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