Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Donald Ross Road ' (1) ·
'Lake Ida Road ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Palmetto Park Road ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR-68 ' (1)
Critical 006b:
Facility 007:
Number 008:
930188 (1) ·
930189 (1) ·
930201 (1) ·
930335 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930445 (1) ·
930495 (1) ·
930499 (1) ·
930500 (1) ·
930504 (1) ·
930521 (1) ·
930530 (1) ·
930531 (1) ·
940096 (1) ·
940097 (1)
Location 009:
'0.3 mile South of SR 706 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Boca Raton ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just North of SR70 on I95' (1) ·
'Just South of Exit 48 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101000 (1) ·
101541 (1) ·
102500 (1) ·
104500 (1) ·
106500 (1) ·
27251 (1) ·
29307 (1) ·
52652 (1) ·
71250 (1) ·
85750 (1) ·
90500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062:
Inspect Date 090:
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:
123619 (1) ·
148776 (1) ·
157018 (1) ·
175235 (1) ·
176174 (1) ·
177838 (1) ·
181308 (1) ·
184778 (1) ·
47280 (1) ·
50848 (1) ·
91351 (1)
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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