Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'CSX RAILROAD ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'FL TPK (SR-91) ' (1) ·
'FL TPK SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'16th St/College Ln' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'Central Blvd ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'Clint Moore Road ' (1) ·
'CONGRESS AVE ' (1) ·
'Congress Avenue ' (1) ·
'CR-4009 ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Enterprise Rd. ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'Island Way ' (1) ·
'Jupiter Boulevard ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'Lyons Rd ' (1) ·
'LYONS ROAD ' (1) ·
'MARINA BLVD. ' (1) ·
'NW 13 ST ' (1) ·
'Orange Avenue ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'Roebuck Road ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SEACREST BLVD. ' (1) ·
'Spanish River Blvd' (1) ·
'SUMMIT BLVD ' (1) ·
'Woolbright Road ' (1) ·
'YAMATO RD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
10000 (1) ·
10300 (1) ·
10900 (1) ·
11000 (1) ·
11900 (1) ·
12200 (1) ·
12533 (1) ·
14600 (1) ·
15300 (1) ·
1550 (1) ·
15700 (1) ·
16000 (1) ·
16427 (1) ·
17500 (1) ·
17982 (1) ·
18657 (1) ·
18700 (1) ·
18800 (1) ·
19300 (1) ·
19575 (1) ·
20647 (1) ·
21000 (1) ·
23500 (1) ·
24900 (1) ·
25500 (1) ·
2880 (1) ·
3000 (1) ·
44000 (1) ·
4580 (1) ·
6480 (1) ·
7200 (1) ·
7263 (1) ·
8929 (1) ·
9000 (1) ·
9100 (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 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: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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)
Future 114:
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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