Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12258 (1) ·
12261 (1) ·
12262 (1) ·
12269 (1) ·
12273 (1) ·
13751 (1) ·
13808 (1) ·
15588 (1) ·
15897 (1) ·
15898 (1) ·
16028 (1) ·
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17880 (1) ·
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17890 (1) ·
17901 (1) ·
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17913 (1) ·
18721 (1) ·
18722 (1) ·
18725 (1) ·
18765 (1) ·
18767 (1) ·
18769 (1) ·
18772 (1) ·
18773 (1) ·
18774 (1) ·
19182 (1) ·
19509 (1) ·
19557 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'B19 Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'FEC Railroad ' (1) ·
'I-95 ' (1) ·
'Lateral Canal A ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Moore's Creek ' (1) ·
'Nova Road Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Rockledge Creek ' (1) ·
'Spruce Creek ' (1) ·
'SR-46 ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Bellevue Ave ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-4009 ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'Croton Road ' (1) ·
'Driveway Ent. Exit' (1) ·
'Dubber Road ' (1) ·
'Dunn Avenue ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'Madeline Avenue ' (1) ·
'N 13th Street ' (1) ·
'Pineda Causeway ' (1) ·
'Pinehurst Ave N ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR 400 WB ' (1) ·
'SR-60 ' (1) ·
'Tucker Lane ' (1) ·
'US27 SR-25 & 80 ' (1) ·
Overpass Ramp (1)
Number 008:
700218 (1) ·
700225 (1) ·
700230 (1) ·
700236 (1) ·
704045 (1) ·
704093 (1) ·
704094 (1) ·
704099 (1) ·
704100 (1) ·
704176 (1) ·
705601 (1) ·
705604 (1) ·
790164 (1) ·
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945009 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.2MI S OF US-98 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-4 WB over Bear Crossing' (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:
26211596 (1) ·
26211635 (1) ·
26433815 (1) ·
26470110 (1) ·
27263922 (1) ·
27270318 (1) ·
27382059 (1) ·
28042875 (1) ·
28073710 (1) ·
28075785 (1) ·
28113278 (1) ·
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29140999 (1)
Longitude 017:
80121056 (1) ·
80192646 (1) ·
80201436 (1) ·
80274947 (1) ·
80325180 (1) ·
80373635 (1) ·
80375599 (1) ·
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80391820 (1) ·
80411355 (1) ·
80422723 (1) ·
80463221 (1) ·
80470960 (1) ·
80471577 (1) ·
80494783 (1) ·
80495800 (1) ·
80510902 (1) ·
80521049 (1) ·
81013690 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81015422 (1) ·
81024200 (1) ·
81030833 (1) ·
81031853 (1) ·
81054486 (1) ·
81091698 (1) ·
81103100 (1)
Owner 022:
Built 027:
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:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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:
Clearance 116:
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