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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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Blue Cypress Marsh ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Cypress Creek ' (1) ·
'Danforth Creek ' (1) ·
'E-2W CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Long Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'St. John's Marsh ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2mi. East of SR-91 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'South of Ramp to SR 706 ' (1) ·
'US-192 EB - Indian Riv ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
113000 (1) ·
12500 (1) ·
12750 (1) ·
14878 (1) ·
15500 (1) ·
17750 (1) ·
18500 (1) ·
21000 (1) ·
21382 (1) ·
22500 (1) ·
24000 (1) ·
2600 (1) ·
29000 (1) ·
29250 (1) ·
3087 (1) ·
31669 (1) ·
3200 (1) ·
3250 (1) ·
32500 (1) ·
33000 (1) ·
35500 (1) ·
40500 (1) ·
5200 (1) ·
52652 (1) ·
5975 (1) ·
7150 (1) ·
7300 (1) ·
7500 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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) ·
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)
Future 114:
12405 (1) ·
12666 (1) ·
13012 (1) ·
196055 (1) ·
22121 (1) ·
25813 (1) ·
26893 (1) ·
30796 (1) ·
32098 (1) ·
36435 (1) ·
37098 (1) ·
39037 (1) ·
39038 (1) ·
40625 (1) ·
41640 (1) ·
4510 (1) ·
50315 (1) ·
50749 (1) ·
5356 (1) ·
54946 (1) ·
5552 (1) ·
5639 (1) ·
57255 (1) ·
61593 (1) ·
6812 (1) ·
70268 (1) ·
73000 (1) ·
9022 (1) ·
91351 (1)
Clearance 116:
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