Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
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Features 006a:
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'LATERAL CANAL #38 ' (1) ·
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'Melb Tillman Canal 37 ' (1) ·
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Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
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Number 008:
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Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
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'0.5Mi South of 6th Ave S ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At 74th Avenue ' (1) ·
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'Between SR 80 and SR 882 ' (1) ·
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'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
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'South Side of US-98 ' (1) ·
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'SR-44 - Conners Canal ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SW quadrant PB Int Airprt' (1)
Latitude 016:
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Longitude 017:
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81164575 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
10200 (1) ·
11321 (1) ·
115000 (1) ·
120 (1) ·
13250 (1) ·
13800 (1) ·
16000 (1) ·
16250 (1) ·
17500 (1) ·
19900 (1) ·
200 (1) ·
20647 (1) ·
21500 (1) ·
25250 (1) ·
25500 (1) ·
28250 (1) ·
2900 (1) ·
31000 (1) ·
32750 (1) ·
36000 (1) ·
36500 (1) ·
4100 (1) ·
43000 (1) ·
43500 (1) ·
54000 (1) ·
5760 (1) ·
6000 (1) ·
6480 (1) ·
70815 (1) ·
72500 (1) ·
7400 (1) ·
75500 (1) ·
79000 (1) ·
9200 (1) ·
98900 (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:
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 not over waterway. (1)
Future 114:
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150 (1) ·
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174 (1) ·
17697 (1) ·
199525 (1) ·
22989 (1) ·
23943 (1) ·
24776 (1) ·
27760 (1) ·
28194 (1) ·
30362 (1) ·
34526 (1) ·
37303 (1) ·
400 (1) ·
43809 (1) ·
44243 (1) ·
49014 (1) ·
5031 (1) ·
53785 (1) ·
56821 (1) ·
62460 (1) ·
63328 (1) ·
7118 (1) ·
7200 (1) ·
74605 (1) ·
75472 (1) ·
93690 (1)
Clearance 116:
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