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:
'ANGLE RD & BELCHER CANAL' (1) ·
'C-17 CANAL ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Hypoluxo Rd. ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Misner Branch ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Lake Worth Road ' (1) ·
'Main Trail ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR-507 NB ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 157.9 ' (1)
Number 008:
700185 (1) ·
790077 (1) ·
790078 (1) ·
796000 (1) ·
890079 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930299 (1) ·
930413 (1) ·
934116 (1) ·
940049 (1) ·
940057 (1) ·
940073 (1) ·
940082 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-507 NB - Tillman Canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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