Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24387 (1) ·
45775 (1) ·
Belle Glade (1) ·
Delray Beach (1) ·
Haverhill (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Ocean Ridge (1) ·
Pahokee (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Titusville (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'17th Avenue North ' (1) ·
'90th Ave. ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indian River ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Little Lake Worth ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Loxahatchee Slough ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Military Trail ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Northlake Blvd. ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-46 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'CITRUS BLVD. ' (1) ·
'CR 76A ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'HATTON HIGHWAY ' (1) ·
'Hatton Road ' (1) ·
'Hood Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indiantown Rd. ' (1) ·
'Island Drive ' (1) ·
'Lake Ashby Road ' (1) ·
'Levee Road ' (1) ·
'Maytown Road ' (1) ·
'OKEELANTA RD. ' (1) ·
'Park Road ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Service Road ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR A1A ' (1) ·
'SR-406 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'Stribling Way ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
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883 (1) ·
90900 (1) ·
9800 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
107 (1) ·
11 (1) ·
115 (1) ·
118 (1) ·
12 (1) ·
128 (1) ·
138 (1) ·
16 (1) ·
18 (1) ·
198 (1) ·
20 (1) ·
21 (1) ·
23 (1) ·
24 (1) ·
26 (1) ·
27 (1) ·
30 (1) ·
32 (1) ·
34 (1) ·
37 (1) ·
38 (1) ·
48 (1) ·
49 (1) ·
54 (1) ·
55 (1) ·
57 (1) ·
58 (1) ·
61 (1) ·
62 (1) ·
69 (1) ·
71 (1) ·
8 (1) ·
85 (1) ·
9 (1) ·
978 (1)
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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:
Showing below up to 44 results in range #1 to #44.
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