Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
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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:
'BESSEY CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FEC Railroad ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'MURPHY RD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1)
Number 008:
884047 (1) ·
884053 (1) ·
884065 (1) ·
890015 (1) ·
890068 (1) ·
890082 (1) ·
890085 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
940047 (1) ·
940049 (1) ·
940050 (1)
Location 009:
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'STUART TPK INTERCHANGE ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
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:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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