Drilldown: bridge data
From Indian River Lagoon Project
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12258 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-3 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Horse Creek ' (1) ·
'Lake Osborne ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Salerno Creek ' (1) ·
'Warner Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'Airport Road ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON CSWY ' (1) ·
'Bay Drive ' (1) ·
'Camp Site Road ' (1) ·
'Center Avenue ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'Croton Road ' (1) ·
'Driveway Ent. Exit' (1) ·
'Forest Hill Blvd. ' (1) ·
'Lake Ida Road ' (1) ·
'Lake Worth Road ' (1) ·
'MARINA BLVD. ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Northlake Blvd. EB' (1) ·
'Pinehurst Ave N ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'River Drive ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR-5A ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'VILLAGE BLVD ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
704045 (1) ·
704102 (1) ·
790164 (1) ·
790165 (1) ·
790169 (1) ·
790178 (1) ·
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930413 (1) ·
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934168 (1) ·
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934943 (1) ·
934944 (1) ·
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936451 (1) ·
937003 (1) ·
937712 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. East of Nova Road ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'In John Prince Park ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
26195136 (1) ·
26282306 (1) ·
26335150 (1) ·
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29143174 (1) ·
29162604 (1)
Longitude 017:
80024030 (1) ·
80041852 (1) ·
80042035 (1) ·
80043826 (1) ·
80045020 (1) ·
80052862 (1) ·
80062196 (1) ·
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80115706 (1) ·
80120030 (1) ·
80120923 (1) ·
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80214400 (1) ·
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80264970 (1) ·
80274502 (1) ·
80274550 (1) ·
80274570 (1) ·
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80391970 (1) ·
80411355 (1) ·
81012273 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81014689 (1) ·
81030053 (1) ·
81030833 (1) ·
81031750 (1) ·
81074043 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
101 (1) ·
1082 (1) ·
120 (1) ·
12700 (1) ·
13500 (1) ·
150 (1) ·
15043 (1) ·
15400 (1) ·
16427 (1) ·
16428 (1) ·
1700 (1) ·
17300 (1) ·
2000 (1) ·
2300 (1) ·
2700 (1) ·
28500 (1) ·
29500 (1) ·
32500 (1) ·
33000 (1) ·
39500 (1) ·
400 (1) ·
40000 (1) ·
4484 (1) ·
5381 (1) ·
55 (1) ·
5760 (1) ·
600 (1) ·
625 (1) ·
800 (1) ·
8187 (1) ·
8198 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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:
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 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:
1041 (1) ·
11520 (1) ·
1309 (1) ·
1388 (1) ·
174 (1) ·
175 (1) ·
180 (1) ·
19050 (1) ·
200 (1) ·
2020 (1) ·
20400 (1) ·
23422 (1) ·
2500 (1) ·
26100 (1) ·
26719 (1) ·
28501 (1) ·
2950 (1) ·
30015 (1) ·
3991 (1) ·
40625 (1) ·
46846 (1) ·
49448 (1) ·
500 (1) ·
51182 (1) ·
5182 (1) ·
57255 (1) ·
6511 (1) ·
68532 (1) ·
69400 (1) ·
87 (1) ·
900 (1) ·
9475 (1) ·
9906 (1)
Clearance 116:
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