Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR-712 Midway Road ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'E-2W Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'Header Canal ' (1) ·
'I-95 ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lantana Road ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'North Relief Canal ' (1) ·
'Pine Street ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-406 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR605 Old Dixie ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'W/B Atlantic Ave ' (1) ·
'WB SR 70 ' (1) ·
'WB SR 786 ' (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1st overpass east of I-95' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB at I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
101 (1) ·
114500 (1) ·
12000 (1) ·
12500 (1) ·
13250 (1) ·
15250 (1) ·
16500 (1) ·
1700 (1) ·
19000 (1) ·
20150 (1) ·
21000 (1) ·
21382 (1) ·
21500 (1) ·
22500 (1) ·
24000 (1) ·
29000 (1) ·
32250 (1) ·
3250 (1) ·
33000 (1) ·
35500 (1) ·
37006 (1) ·
37250 (1) ·
38250 (1) ·
38750 (1) ·
480 (1) ·
5760 (1) ·
8400 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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: (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 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) ·
11520 (1) ·
14748 (1) ·
175 (1) ·
198658 (1) ·
2020 (1) ·
20820 (1) ·
22989 (1) ·
26459 (1) ·
28628 (1) ·
2950 (1) ·
32965 (1) ·
34960 (1) ·
36435 (1) ·
37098 (1) ·
37302 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
50315 (1) ·
55954 (1) ·
5639 (1) ·
57255 (1) ·
580 (1) ·
61593 (1) ·
64205 (1) ·
64629 (1) ·
66364 (1) ·
67231 (1) ·
73000 (1)
Clearance 116:
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