Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'FIVE MILE CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'Babcock Street ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'DUNN ROAD ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JOG ROAD SB ' (1) ·
'JORGENSEN RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'MERCER AVE ' (1) ·
'PALMETTO PK RD ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR A1A ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US98&441 SR700&15' (1) ·
'W. CAMINO REAL ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
704042 (1) ·
884058 (1) ·
884060 (1) ·
930091 (1) ·
934256 (1) ·
934406 (1) ·
934900 (1) ·
934901 (1) ·
934902 (1) ·
934918 (1) ·
937704 (1) ·
937708 (1) ·
940067 (1) ·
940070 (1) ·
940158 (1) ·
945252 (1) ·
945253 (1) ·
945261 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26195472 (1) ·
26195525 (1) ·
26203879 (1) ·
26210226 (1) ·
26252706 (1) ·
26412955 (1) ·
26444560 (1) ·
26450216 (1) ·
26550153 (1) ·
27130362 (1) ·
27201582 (1) ·
27201586 (1) ·
27220029 (1) ·
27220118 (1) ·
27224250 (1) ·
27243079 (1) ·
27245404 (1) ·
27392294 (1) ·
27392357 (1) ·
27531888 (1) ·
28100028 (1)
Longitude 017:
80040588 (1) ·
80041431 (1) ·
80070375 (1) ·
80074380 (1) ·
80074383 (1) ·
80074489 (1) ·
80074511 (1) ·
80084773 (1) ·
80152060 (1) ·
80212904 (1) ·
80213056 (1) ·
80214554 (1) ·
80214936 (1) ·
80215355 (1) ·
80215969 (1) ·
80220192 (1) ·
80230306 (1) ·
80230357 (1) ·
80364774 (1) ·
80372083 (1) ·
80384071 (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: (Click arrow to add another value)
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 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:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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