Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CORAL DRIVE ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
930142 (1) ·
930159 (1) ·
930215 (1) ·
930223 (1) ·
930333 (1) ·
935301 (1) ·
935302 (1) ·
935508 (1) ·
940053 (1) ·
940072 (1) ·
940082 (1) ·
940951 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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: (Click arrow to add another value)
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)
Future 114:
119194 (1) ·
1200 (1) ·
121 (1) ·
136198 (1) ·
171592 (1) ·
18218 (1) ·
34960 (1) ·
42189 (1) ·
4511 (1) ·
607 (1) ·
69920 (1) ·
8415 (1)
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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