Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'FELLSMERE CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'I-95 ' (1) ·
'Lake Worth Lagoon ' (1) ·
'MANATEE POCKET ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'SR 70 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1)
Critical 006b:
Facility 007:
'COUNTY RD 507 ' (1) ·
'Emerson Drive ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Pineda Causeway ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 153.1 ' (1)
Number 008:
700225 (1) ·
705906 (1) ·
880076 (1) ·
890101 (1) ·
930184 (1) ·
930371 (1) ·
930372 (1) ·
930445 (1) ·
930530 (1) ·
930531 (1) ·
930547 (1) ·
934179 (1) ·
940085 (1) ·
940134 (1) ·
940135 (1)
Location 009:
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'I 95 SR706 interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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