Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'CANAL L-12 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Danforth Creek ' (1) ·
'E-2W Canal ' (1) ·
'Habitat Connectivity ' (1) ·
'Header Creek Canal ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Miami Canal L-25 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Northlake Blvd. WB ' (1) ·
'Padgett Branch Marsh ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Ten Mile Creek ' (1) ·
'Turkey Creek ' (1) ·
'US 92 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.3 mile North of SR 80 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (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) ·
'1.9 Miles East of US-441 ' (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) ·
'16Mi W of SR-7 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2Mi West of CR-512 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
10500 (1) ·
12100 (1) ·
12500 (1) ·
12750 (1) ·
13500 (1) ·
14878 (1) ·
15250 (1) ·
16000 (1) ·
17500 (1) ·
17750 (1) ·
18500 (1) ·
25000 (1) ·
2600 (1) ·
3087 (1) ·
3250 (1) ·
32500 (1) ·
3450 (1) ·
3550 (1) ·
39250 (1) ·
4800 (1) ·
5700 (1) ·
5975 (1) ·
6174 (1) ·
7150 (1) ·
7500 (1) ·
8200 (1) ·
9150 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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: (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) ·
Bridge not over waterway. (1)
Future 114:
10712 (1) ·
12405 (1) ·
13012 (1) ·
14227 (1) ·
15875 (1) ·
18218 (1) ·
20993 (1) ·
21688 (1) ·
22121 (1) ·
23423 (1) ·
25813 (1) ·
26459 (1) ·
27760 (1) ·
30362 (1) ·
30796 (1) ·
32098 (1) ·
40625 (1) ·
43375 (1) ·
4510 (1) ·
5356 (1) ·
5639 (1) ·
5986 (1) ·
6159 (1) ·
68099 (1) ·
6812 (1) ·
8328 (1) ·
9890 (1)
Clearance 116:
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