Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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- 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) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-2W CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 CANAL ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-68 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Summit Boulevard ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'US 92 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1mi. West of CR-613 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (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) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Just North of SR70 on I95' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101541 (1) ·
104500 (1) ·
115000 (1) ·
12100 (1) ·
12500 (1) ·
12750 (1) ·
16000 (1) ·
17500 (1) ·
20150 (1) ·
21000 (1) ·
2600 (1) ·
27251 (1) ·
29000 (1) ·
29307 (1) ·
3000 (1) ·
31000 (1) ·
31669 (1) ·
3200 (1) ·
3250 (1) ·
3400 (1) ·
35500 (1) ·
37250 (1) ·
38250 (1) ·
38750 (1) ·
39250 (1) ·
5200 (1) ·
5700 (1) ·
5800 (1) ·
7150 (1) ·
7300 (1) ·
9350 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
106 (1) ·
118 (1) ·
119 (1) ·
127 (1) ·
134 (1) ·
161 (1) ·
162 (1) ·
17 (1) ·
195 (1) ·
24 (1) ·
287 (1) ·
29 (1) ·
32 (1) ·
333 (1) ·
36 (1) ·
37 (1) ·
40 (1) ·
41 (1) ·
42 (1) ·
45 (1) ·
46 (1) ·
463 (1) ·
49 (1) ·
519 (1) ·
58 (1) ·
62 (1) ·
64 (1) ·
65 (1) ·
68 (1) ·
69 (1) ·
70 (1) ·
72 (1) ·
77 (1) ·
78 (1) ·
88 (1) ·
93 (1)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
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: (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:
10063 (1) ·
12405 (1) ·
12666 (1) ·
16222 (1) ·
176174 (1) ·
181308 (1) ·
199525 (1) ·
20993 (1) ·
22121 (1) ·
27760 (1) ·
30362 (1) ·
34960 (1) ·
36435 (1) ·
4510 (1) ·
47280 (1) ·
50315 (1) ·
50848 (1) ·
5205 (1) ·
53785 (1) ·
54946 (1) ·
5552 (1) ·
5639 (1) ·
5899 (1) ·
61592 (1) ·
61593 (1) ·
64629 (1) ·
66364 (1) ·
67231 (1) ·
68099 (1) ·
73000 (1) ·
9022 (1) ·
9890 (1)
Clearance 116:
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