Drilldown: bridge data
From Indian River Lagoon Project
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12253 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Cow Creek ' (1) ·
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'DRAINAGE CANAL ' (1) ·
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'Gabordy's Canal ' (1) ·
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'I-95 ' (1) ·
'Lateral Canal A ' (1) ·
'Misner Branch ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Reed Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-46 ' (1) ·
SR-401 (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Alta Drive ' (1) ·
'Ballough Street ' (1) ·
'Bellevue Ave ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Daytona Avenue ' (1) ·
'Driveway Ent. Exit' (1) ·
'Girard Blvd. ' (1) ·
'Gradick Drive ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'John Rhodes Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Lantern Park Drive' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'Pace Drive ' (1) ·
'Pineda Causeway ' (1) ·
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'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-60 ' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'St. Johns Heritage' (1) ·
'US27 SR-25 & 80 ' (1) ·
Overpass Ramp (1) ·
Pineda Causeway (1)
Number 008:
700218 (1) ·
700225 (1) ·
700226 (1) ·
700230 (1) ·
704016 (1) ·
704096 (1) ·
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940065 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'200ft. S of 10th Street ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'At Lake Washington Rd ' (1) ·
'At LPGA Blvd. ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'I-95 over SR-46 ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-60 East of 66 Ave ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26433815 (1) ·
27265121 (1) ·
27271813 (1) ·
27382059 (1) ·
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Longitude 017:
80253838 (1) ·
80254672 (1) ·
80274947 (1) ·
80340513 (1) ·
80375599 (1) ·
80401219 (1) ·
80401800 (1) ·
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80424100 (1) ·
80434410 (1) ·
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80510902 (1) ·
80521049 (1) ·
80544173 (1) ·
81002450 (1) ·
81012374 (1) ·
81012877 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81015422 (1) ·
81022149 (1) ·
81025160 (1) ·
81030833 (1) ·
81031853 (1) ·
81054109 (1) ·
81091698 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062: (Click arrow to add another value)
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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