Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12116 (1) ·
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12271 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-24 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CSX RR ' (1) ·
'E-2-W canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FIVE MILE CREEK ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'TIDAL CANAL ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'INDIAN STREET ' (1) ·
'Minton Rd. ' (1) ·
'Palm Bay Library ' (1) ·
'PURDY LANE ' (1) ·
'SHINN ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1)
Number 008:
700007 (1) ·
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704143 (1) ·
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940070 (1)
Location 009:
'.7 mi S of Taylor Rd ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (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) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.9 Mi North of CR-4118 ' (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 CR-615 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3MI S of SR-70 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Minton Road-I-95 ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
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Longitude 017:
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81040715 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
1100 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
15000 (1) ·
18700 (1) ·
211 (1) ·
25500 (1) ·
26000 (1) ·
36500 (1) ·
400 (1) ·
40500 (1) ·
46000 (1) ·
46500 (1) ·
47500 (1) ·
52000 (1) ·
5869 (1) ·
6761 (1) ·
6818 (1) ·
7000 (1) ·
7300 (1) ·
7456 (1) ·
7800 (1) ·
90900 (1) ·
950 (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:
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)
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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:
10250 (1) ·
11625 (1) ·
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121 (1) ·
12665 (1) ·
12666 (1) ·
13533 (1) ·
1375 (1) ·
1417 (1) ·
157712 (1) ·
1647 (1) ·
200 (1) ·
20647 (1) ·
30000 (1) ·
32445 (1) ·
366 (1) ·
44243 (1) ·
45110 (1) ·
63328 (1) ·
694 (1) ·
70268 (1) ·
7101 (1) ·
79810 (1) ·
80678 (1) ·
82413 (1) ·
9021 (1) ·
90220 (1)
Clearance 116:
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