Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
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'Berrys Canal ' (1) ·
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'CR 512 (Fellsmere Rd.) ' (1) ·
'E-2 East Canal ' (1) ·
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'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'I-95 ' (1) ·
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'Indian River East Relief' (1) ·
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'SR-44 ' (1) ·
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'SR-91 N/S TPK ' (1) ·
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'US-1 & FECRR ' (1) ·
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Banana River Relief (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'56th Place North ' (1) ·
'CR-516 ' (1) ·
'Emerson Ave 27th A' (1) ·
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'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-44 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 70 ' (1) ·
SR-520 (1) ·
US-1 (1)
Number 008:
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Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'56th Place North ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'CR-516 over I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-520 - Banana River (1) ·
US-1 over Horse Creek (1)
Latitude 016:
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29154580 (1)
Longitude 017:
80033671 (1) ·
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80074689 (1) ·
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80330480 (1) ·
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80365438 (1) ·
80384071 (1) ·
80392393 (1) ·
80521049 (1) ·
80551845 (1) ·
80553031 (1) ·
80591757 (1) ·
81050336 (1) ·
81070414 (1) ·
81070520 (1)
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
10200 (1) ·
13600 (1) ·
15000 (1) ·
15700 (1) ·
16500 (1) ·
18300 (1) ·
19250 (1) ·
20327 (1) ·
20500 (1) ·
21500 (1) ·
25000 (1) ·
25250 (1) ·
25500 (1) ·
26000 (1) ·
26500 (1) ·
31669 (1) ·
32250 (1) ·
3250 (1) ·
33250 (1) ·
38750 (1) ·
42500 (1) ·
43500 (1) ·
47500 (1) ·
48500 (1) ·
5000 (1) ·
50000 (1) ·
50500 (1) ·
55500 (1) ·
9900 (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 (including piles) on dry land well above flood water elevations. (1) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1000 (1) ·
17177 (1) ·
17697 (1) ·
21372 (1) ·
23596 (1) ·
27240 (1) ·
28628 (1) ·
31751 (1) ·
33399 (1) ·
35268 (1) ·
35568 (1) ·
37302 (1) ·
43375 (1) ·
43809 (1) ·
44243 (1) ·
45110 (1) ·
45978 (1) ·
54946 (1) ·
55954 (1) ·
5639 (1) ·
57689 (1) ·
6000 (1) ·
67231 (1) ·
73738 (1) ·
75472 (1) ·
75473 (1) ·
82412 (1) ·
84148 (1) ·
86750 (1) ·
87618 (1) ·
96292 (1)
Clearance 116:
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