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:
'Brando Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'CSX RAILROAD ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'Reed Canal ' (1) ·
'Rockledge Creek ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'53RD STREET ' (1) ·
'Barracuda Blvd. ' (1) ·
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Dairy Rd ' (1) ·
'E Gateway Blvd ' (1) ·
'Fifth Street ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Old Samsula Dr ' (1) ·
'Palm Bay Library ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SIMARA STREET ' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'Tucker Lane ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1)
Number 008:
700129 (1) ·
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Location 009:
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (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) ·
'1.2 miles South of SR-520' (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) ·
'1MI W OF SR 809 ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Ranch Rd. - I-95 ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
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Longitude 017:
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Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1000 (1) ·
101 (1) ·
102 (1) ·
1091 (1) ·
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120 (1) ·
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134 (1) ·
186 (1) ·
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55 (1) ·
6000 (1) ·
675 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
8187 (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 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:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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