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:
'CR 782 Linton Blvd ' (1) ·
'Halifax Canal ' (1) ·
'Lake Ida Road ' (1) ·
'Lantana Road ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
Number 008:
700218 (1) ·
795504 (1) ·
890126 (1) ·
894056 (1) ·
930261 (1) ·
930262 (1) ·
930274 (1) ·
930335 (1) ·
930493 (1) ·
930495 (1) ·
930499 (1) ·
930504 (1) ·
930530 (1) ·
930531 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
101541 (1) ·
104500 (1) ·
106500 (1) ·
116000 (1) ·
1286 (1) ·
13500 (1) ·
14000 (1) ·
21500 (1) ·
240 (1) ·
6892 (1) ·
85750 (1)
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: (Click arrow to add another value)
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)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
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:
11958 (1) ·
1454 (1) ·
148776 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
201260 (1) ·
23422 (1) ·
24290 (1) ·
288 (1) ·
37302 (1)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
