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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'27th Street ' (1) ·
'AUDUBON BLVD. ' (1) ·
'CR-4139 ' (1) ·
'DARWIN BLVD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SELVITZ RD. ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1)
Number 008:
790212 (1) ·
884077 (1) ·
884084 (1) ·
890079 (1) ·
890082 (1) ·
930241 (1) ·
930430 (1) ·
930431 (1) ·
934922 (1) ·
934923 (1) ·
935502 (1) ·
945253 (1) ·
945260 (1) ·
945262 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'CR-4139 over I-4 ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
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: (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)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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