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: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CR712 MDWYRD 150.3' (1) ·
'EAST OCEAN AVE. ' (1) ·
'INLET CAY DR. ' (1) ·
'Island Drive ' (1) ·
'Old Dixie Highway ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SR A1A ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 150.7 ' (1)
Number 008:
930061 (1) ·
930146 (1) ·
930159 (1) ·
930359 (1) ·
931011 (1) ·
934347 (1) ·
936654 (1) ·
936655 (1) ·
936656 (1) ·
940050 (1) ·
940076 (1) ·
940951 (1) ·
941000 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 13 results in range #1 to #13.
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