Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12274 (1) ·
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County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
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'PAHOKEE DRAIN CANAL M-2 ' (1) ·
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'Turnbull Creek (West) ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Apollo Boulevard ' (1) ·
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'CENTRAL PK BL S EB' (1) ·
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'Willow Run Blvd. ' (1)
Number 008:
704048 (1) ·
705603 (1) ·
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Orange camp Rd. over I-4 ' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26470110 (1) ·
27254533 (1) ·
27591529 (1) ·
28003971 (1) ·
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Longitude 017:
80121056 (1) ·
80231656 (1) ·
80325180 (1) ·
80384417 (1) ·
80384610 (1) ·
80401747 (1) ·
80401763 (1) ·
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81060905 (1) ·
81060951 (1) ·
81063403 (1) ·
81145411 (1)
Owner 022:
Built 027:
Traffic 029:
1052 (1) ·
1091 (1) ·
12600 (1) ·
1340 (1) ·
143 (1) ·
16747 (1) ·
172 (1) ·
2165 (1) ·
2401 (1) ·
2500 (1) ·
25500 (1) ·
2599 (1) ·
2753 (1) ·
3012 (1) ·
3026 (1) ·
304 (1) ·
3767 (1) ·
43 (1) ·
4959 (1) ·
5000 (1) ·
555 (1) ·
594 (1) ·
6493 (1) ·
742 (1) ·
7456 (1) ·
75 (1) ·
7896 (1) ·
8187 (1) ·
8325 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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: (Click arrow to add another value)
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 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:
1000 (1) ·
10073 (1) ·
11174 (1) ·
1272 (1) ·
1320 (1) ·
1603 (1) ·
165 (1) ·
19426 (1) ·
20700 (1) ·
208 (1) ·
2620 (1) ·
27500 (1) ·
2905 (1) ·
3145 (1) ·
3331 (1) ·
3494 (1) ·
353 (1) ·
4858 (1) ·
52 (1) ·
5205 (1) ·
6000 (1) ·
6001 (1) ·
6408 (1) ·
719 (1) ·
7857 (1) ·
898 (1) ·
9021 (1) ·
91 (1) ·
9128 (1) ·
963 (1) ·
9906 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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