Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12236 (1) ·
13728 (1) ·
13729 (1) ·
13738 (1) ·
13785 (1) ·
15178 (1) ·
15179 (1) ·
15180 (1) ·
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15822 (1) ·
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18762 (1) ·
19455 (1) ·
19457 (1) ·
19529 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'CANAL ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Conners Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Raulerson Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'ST. LUCIE RIVER ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'AUDUBON CSWY ' (1) ·
'Bellevue Avenue ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD NB ' (1) ·
'Lake Worth Road ' (1) ·
'LINTON BLVD ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR A1A ' (1) ·
'SR-44 ' (1) ·
'SR-60 WB ' (1) ·
'SR-700 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'St. Johns Heritage' (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
704190 (1) ·
790149 (1) ·
790150 (1) ·
790167 (1) ·
790241 (1) ·
794095 (1) ·
884057 (1) ·
884058 (1) ·
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944011 (1) ·
944012 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3Mi. S of CR-717 ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
SR-520 - Banana River (1)
Latitude 016:
26200870 (1) ·
26262127 (1) ·
26290212 (1) ·
26335150 (1) ·
26370275 (1) ·
26370347 (1) ·
26420393 (1) ·
26430558 (1) ·
26455824 (1) ·
26455826 (1) ·
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28212829 (1) ·
28543983 (1) ·
29014148 (1) ·
29015737 (1) ·
29072045 (1) ·
29100400 (1)
Longitude 017:
80023637 (1) ·
80024030 (1) ·
80051706 (1) ·
80051771 (1) ·
80074904 (1) ·
80084942 (1) ·
80085094 (1) ·
80102258 (1) ·
80102528 (1) ·
80102860 (1) ·
80111729 (1) ·
80195964 (1) ·
80200618 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80310465 (1) ·
80313151 (1) ·
80321939 (1) ·
80365438 (1) ·
80448000 (1) ·
80545970 (1) ·
80551845 (1) ·
81025225 (1) ·
81045800 (1) ·
81161879 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 27 results in range #1 to #27.
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