Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12263 (1) ·
12271 (1) ·
15183 (1) ·
15280 (1) ·
15291 (1) ·
15728 (1) ·
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15730 (1) ·
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18760 (1) ·
18761 (1) ·
19214 (1) ·
19506 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-421 ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'34th Avenue ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I-95 NB ' (1) ·
'INDIAN STREET ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'Palm Bay Library ' (1) ·
'SIMARA STREET ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
704143 (1) ·
704256 (1) ·
790227 (1) ·
790229 (1) ·
884062 (1) ·
885813 (1) ·
894040 (1) ·
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934946 (1)
Location 009:
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Minton Road-I-95 ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26233914 (1) ·
26233917 (1) ·
26233970 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314057 (1) ·
26314099 (1) ·
26314182 (1) ·
26314200 (1) ·
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26325800 (1) ·
26330210 (1) ·
26330220 (1) ·
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27111660 (1) ·
27355685 (1) ·
27383371 (1) ·
27594683 (1) ·
28025656 (1) ·
29052700 (1) ·
29062200 (1)
Longitude 017:
80041200 (1) ·
80041240 (1) ·
80041485 (1) ·
80070375 (1) ·
80074101 (1) ·
80074430 (1) ·
80075210 (1) ·
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80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
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80102293 (1) ·
80102313 (1) ·
80112090 (1) ·
80120025 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80162939 (1) ·
80242120 (1) ·
80251340 (1) ·
80321756 (1) ·
80401656 (1) ·
80401795 (1) ·
81011300 (1) ·
81014200 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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 (including piles) on dry land well above flood water elevations. (1) ·
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:
Showing below up to 29 results in range #1 to #29.
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