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:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Congress Avenue ' (1) ·
'CR-880 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Old Dixie Highway ' (1) ·
'SR-404 EB ' (1) ·
'SR-405 EB ' (1) ·
'SR-407 NB ' (1) ·
'SR-472 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'Tomoka Farms Rd. ' (1) ·
SR-A1A SB (1)
Number 008:
700054 (1) ·
700085 (1) ·
700102 (1) ·
700116 (1) ·
700128 (1) ·
700145 (1) ·
700156 (1) ·
700210 (1) ·
700211 (1) ·
790053 (1) ·
790105 (1) ·
890126 (1) ·
930142 (1) ·
930359 (1) ·
930381 (1) ·
930419 (1) ·
930528 (1) ·
930940 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between SR704 and 12th St' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
I-95 NB and CR-5A (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
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:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
