Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-54 Canal ' (1) ·
'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Padgett Creek ' (1) ·
'SIMS CREEK ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'US-1 ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Becker Road ' (1) ·
'CENTER STREET ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'Crosstown Parkway ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Hatton Road ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Northlake Blvd. EB' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB SR808 Glades Rd' (1) ·
I-95 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
14250 (1) ·
14600 (1) ·
150 (1) ·
16600 (1) ·
1700 (1) ·
17500 (1) ·
1800 (1) ·
18391 (1) ·
18800 (1) ·
21000 (1) ·
21382 (1) ·
24000 (1) ·
25250 (1) ·
2700 (1) ·
2900 (1) ·
31000 (1) ·
32500 (1) ·
35500 (1) ·
3600 (1) ·
3800 (1) ·
38000 (1) ·
40250 (1) ·
4200 (1) ·
44000 (1) ·
450 (1) ·
4580 (1) ·
480 (1) ·
500 (1) ·
55 (1) ·
55000 (1) ·
7850 (1) ·
78500 (1) ·
98900 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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:
136198 (1) ·
171592 (1) ·
175 (1) ·
200 (1) ·
22070 (1) ·
24724 (1) ·
25331 (1) ·
28801 (1) ·
2950 (1) ·
30363 (1) ·
3123 (1) ·
32618 (1) ·
36435 (1) ·
37098 (1) ·
40625 (1) ·
41640 (1) ·
43809 (1) ·
4685 (1) ·
5032 (1) ·
5290 (1) ·
53785 (1) ·
580 (1) ·
600 (1) ·
61592 (1) ·
6246 (1) ·
6593 (1) ·
65930 (1) ·
69834 (1) ·
7287 (1) ·
76340 (1) ·
781 (1) ·
87 (1) ·
95425 (1) ·
9812 (1)
Clearance 116:
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