Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
Status:
Date:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'East Island Access' (1) ·
'I-95 (SR 9) ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Spanish River Blvd' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'West Island Access' (1)
Number 008:
884077 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
930510 (1) ·
930517 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
934179 (1) ·
935223 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Direction 102:
Rebuilt 106:
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:
12666 (1) ·
136198 (1) ·
157712 (1) ·
18218 (1) ·
18500 (1) ·
23596 (1) ·
25331 (1) ·
297552 (1) ·
31199 (1) ·
5040 (1) ·
5552 (1) ·
6940 (1)
Future Year 115:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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