Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12271 (1) ·
13728 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Conners Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'L-5 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Misner Creek ' (1) ·
'N CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Nova Canal ' (1) ·
'Over D Canal ' (1) ·
'Raulerson Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'20TH AVENUE ' (1) ·
'8th Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'EB SR60 ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'INDIAN STREET ' (1) ·
'JOG ROAD NB ' (1) ·
'Lake Worth Road ' (1) ·
'LINTON BLVD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Palm Bay Library ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-60 WB ' (1) ·
'SR-700 ' (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) ·
'Williamson Blvd ' (1) ·
'YAMATO RD ' (1)
Number 008:
704256 (1) ·
790149 (1) ·
790150 (1) ·
790168 (1) ·
790169 (1) ·
790179 (1) ·
790180 (1) ·
790182 (1) ·
794096 (1) ·
884057 (1) ·
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934923 (1) ·
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934939 (1) ·
944011 (1) ·
944012 (1)
Location 009:
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (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) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'10ft. E of Minton Road ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'8th St West of SR-5A ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
26200870 (1) ·
26212592 (1) ·
26212629 (1) ·
26233914 (1) ·
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29125374 (1) ·
29132818 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1) ·
29164002 (1)
Longitude 017:
80070375 (1) ·
80074101 (1) ·
80074904 (1) ·
80075210 (1) ·
80084942 (1) ·
80101941 (1) ·
80101974 (1) ·
80101977 (1) ·
80102258 (1) ·
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80111729 (1) ·
80112090 (1) ·
80120025 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80162939 (1) ·
80195964 (1) ·
80200618 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80242120 (1) ·
80310465 (1) ·
80313151 (1) ·
80321756 (1) ·
80321939 (1) ·
80401795 (1) ·
80545970 (1) ·
80551845 (1) ·
81025860 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81051670 (1) ·
81052755 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
10200 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
14168 (1) ·
18700 (1) ·
190 (1) ·
24000 (1) ·
24900 (1) ·
25500 (1) ·
26000 (1) ·
28140 (1) ·
29500 (1) ·
3000 (1) ·
31000 (1) ·
32000 (1) ·
3500 (1) ·
3550 (1) ·
36500 (1) ·
46000 (1) ·
47500 (1) ·
550 (1) ·
6761 (1) ·
6960 (1) ·
7300 (1) ·
9350 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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)
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) ·
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 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:
11730 (1) ·
121 (1) ·
12665 (1) ·
1417 (1) ·
16222 (1) ·
17143 (1) ·
17697 (1) ·
200 (1) ·
20647 (1) ·
32445 (1) ·
330 (1) ·
3750 (1) ·
41640 (1) ·
43202 (1) ·
44243 (1) ·
45110 (1) ·
48823 (1) ·
51182 (1) ·
5205 (1) ·
53785 (1) ·
55520 (1) ·
6072 (1) ·
6159 (1) ·
63328 (1) ·
79810 (1) ·
82413 (1) ·
8352 (1) ·
954 (1)
Clearance 116:
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