Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'Cow Creek Road ' (1) ·
'CR-516 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'E Gateway Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hunting Camp Road ' (1) ·
'INDIAN STREET ' (1) ·
'Main Street ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Palm Bay Library ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'VETERANS WALK ' (1) ·
'Walter Boardman Ln' (1) ·
'YAMATO RD ' (1)
Number 008:
700188 (1) ·
704256 (1) ·
705917 (1) ·
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Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 Mile South of SR-442 ' (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) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (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) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
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Longitude 017:
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81071865 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
100 (1) ·
1000 (1) ·
101 (1) ·
1040 (1) ·
1120 (1) ·
11900 (1) ·
120 (1) ·
1200 (1) ·
1226 (1) ·
1711 (1) ·
18000 (1) ·
18700 (1) ·
26000 (1) ·
2880 (1) ·
3000 (1) ·
3767 (1) ·
40500 (1) ·
43 (1) ·
4689 (1) ·
50000 (1) ·
594 (1) ·
600 (1) ·
605 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
75 (1) ·
8000 (1)
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 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:
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:
Clearance 116:
Showing below up to 33 results in range #1 to #33.
