Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Gatlin Blvd ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'SALERNO CREEK ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-91 (FL TPK) ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'KELLER ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
894001 (1) ·
894033 (1) ·
894041 (1) ·
934116 (1) ·
934491 (1) ·
934505 (1) ·
936350 (1) ·
937201 (1) ·
937202 (1) ·
940067 (1) ·
940109 (1) ·
940115 (1) ·
940116 (1) ·
940126 (1) ·
940127 (1) ·
945250 (1) ·
945251 (1)
Location 009:
'.75 Mile South Midway Rd.' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'AT SALERNO ROAD AND A1A ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
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:
Direction 102:
Deck Type 107:
Scour 113:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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