Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status:
Date: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
Number 008:
700030 (1) ·
700031 (1) ·
700117 (1) ·
700123 (1) ·
790027 (1) ·
790099 (1) ·
790106 (1) ·
790172 (1) ·
790920 (1) ·
790941 (1) ·
890082 (1) ·
890085 (1) ·
930142 (1) ·
930159 (1) ·
930239 (1) ·
930416 (1)
Location 009:
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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