Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
13678 (1) ·
13690 (1) ·
13695 (1) ·
13696 (1) ·
13722 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Berrys Canal ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-23 CANAL ' (1) ·
'C-54 Canal ' (1) ·
'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'Lateral A Canal ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'North Relief Canal ' (1) ·
'Padgett Creek ' (1) ·
'SIMS CREEK ' (1) ·
'SR-44 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Tomoka River ' (1) ·
'US-1 & FECRR ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'56th Place North ' (1) ·
'CENTER STREET ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-44 ' (1) ·
'SR-714 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 70 ' (1) ·
'WB SR808 Glades Rd' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700237 (1) ·
790042 (1) ·
790064 (1) ·
790077 (1) ·
790078 (1) ·
790128 (1) ·
790149 (1) ·
790941 (1) ·
884082 (1) ·
884100 (1) ·
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934347 (1) ·
934403 (1) ·
934908 (1) ·
934914 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940119 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'56th Place North ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'800 ft West of I 95 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26200974 (1) ·
26210242 (1) ·
26220525 (1) ·
26220535 (1) ·
26220625 (1) ·
26321988 (1) ·
26350275 (1) ·
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26455392 (1) ·
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28520804 (1) ·
28521781 (1) ·
29004602 (1) ·
29011550 (1) ·
29014148 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80023162 (1) ·
80043087 (1) ·
80043210 (1) ·
80050482 (1) ·
80062363 (1) ·
80070561 (1) ·
80070620 (1) ·
80070650 (1) ·
80071243 (1) ·
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80164549 (1) ·
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80182538 (1) ·
80235637 (1) ·
80235639 (1) ·
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80240291 (1) ·
80251481 (1) ·
80252971 (1) ·
80254109 (1) ·
80260616 (1) ·
80274510 (1) ·
80274550 (1) ·
80274570 (1) ·
80274650 (1) ·
80295022 (1) ·
80332921 (1) ·
80333306 (1) ·
80551845 (1) ·
80553031 (1) ·
80591757 (1) ·
81070414 (1) ·
81070520 (1) ·
81170430 (1) ·
81171026 (1)
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
101 (1) ·
10200 (1) ·
13600 (1) ·
14600 (1) ·
150 (1) ·
15000 (1) ·
16600 (1) ·
1700 (1) ·
18300 (1) ·
18391 (1) ·
18800 (1) ·
20327 (1) ·
20500 (1) ·
21382 (1) ·
21500 (1) ·
24000 (1) ·
25250 (1) ·
31000 (1) ·
31669 (1) ·
32250 (1) ·
3250 (1) ·
35500 (1) ·
38750 (1) ·
4580 (1) ·
480 (1) ·
50500 (1) ·
55000 (1) ·
7850 (1)
Service On 042a:
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: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1000 (1) ·
175 (1) ·
17697 (1) ·
200 (1) ·
21372 (1) ·
22070 (1) ·
23596 (1) ·
25331 (1) ·
28801 (1) ·
2950 (1) ·
31751 (1) ·
32618 (1) ·
35268 (1) ·
35568 (1) ·
37098 (1) ·
37302 (1) ·
41640 (1) ·
43809 (1) ·
5290 (1) ·
53785 (1) ·
54946 (1) ·
55954 (1) ·
5639 (1) ·
580 (1) ·
61592 (1) ·
67231 (1) ·
87618 (1) ·
95425 (1) ·
9812 (1)
Clearance 116:
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