Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15133 (1) ·
15156 (1) ·
15157 (1) ·
15159 (1) ·
15174 (1) ·
15175 (1) ·
15177 (1) ·
15178 (1) ·
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19214 (1)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'South Relief Canal ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'27TH STREET ' (1) ·
'34th Avenue ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NW 27TH AVE. ' (1) ·
'PARK AVE. W. ' (1) ·
'River Drive ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-1 (SR-5) ' (1) ·
'VETERANS WALK ' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
880030 (1) ·
880077 (1) ·
880085 (1) ·
880088 (1) ·
884053 (1) ·
884054 (1) ·
884056 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
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884075 (1) ·
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885808 (1) ·
885809 (1) ·
885810 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1) ·
930195 (1) ·
934164 (1) ·
936550 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of US-1 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
26475062 (1) ·
26482851 (1) ·
26490288 (1) ·
27344850 (1) ·
27351498 (1) ·
27354128 (1) ·
27355287 (1) ·
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27392357 (1)
Longitude 017:
80040089 (1) ·
80040599 (1) ·
80052450 (1) ·
80214090 (1) ·
80214400 (1) ·
80220390 (1) ·
80221680 (1) ·
80224294 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80232401 (1) ·
80240150 (1) ·
80240703 (1) ·
80242120 (1) ·
80244948 (1) ·
80245043 (1) ·
80251340 (1) ·
80254872 (1) ·
80255800 (1) ·
80264781 (1) ·
80264806 (1) ·
80264839 (1) ·
80264867 (1) ·
80264868 (1) ·
80264892 (1) ·
80264917 (1) ·
80264934 (1) ·
80264970 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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)
Future 114:
Clearance 116:
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