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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Boynton Bch Blvd. ' (1) ·
'CR605 Old Dixie ' (1) ·
'E Gateway Blvd ' (1) ·
'Lake Worth Road ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR-76 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-17 ' (1)
Number 008:
790002 (1) ·
884078 (1) ·
884079 (1) ·
884086 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
930069 (1) ·
930433 (1) ·
930434 (1) ·
930438 (1) ·
930456 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.8 MI East of I-95 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-17 over Deep Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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 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)
Clearance 116:
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