Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Length 049:
6 
& 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.
& 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. Use the filters below to narrow your results.
ObjectID:
12217 (1) ·
12218 (1) ·
12221 (1) ·
12239 (1) ·
13683 (1) ·
13706 (1) ·
13707 (1) ·
13715 (1) ·
13716 (1) ·
13717 (1) ·
13718 (1) ·
13719 (1) ·
13724 (1) ·
13784 (1) ·
15206 (1) ·
15208 (1) ·
15588 (1) ·
15604 (1) ·
15678 (1) ·
16096 (1) ·
16125 (1) ·
17857 (1) ·
17858 (1) ·
17890 (1) ·
17905 (1) ·
17906 (1) ·
17912 (1) ·
18726 (1) ·
18767 (1) ·
19182 (1) ·
19220 (1) ·
19431 (1) ·
19533 (1) ·
19557 (1)
County 003:
Place 004:
None (1) ·
45775 (1) ·
58725 (1) ·
77275 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeLand (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Malabar (1) ·
Melbourne (1) ·
Micco (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Riviera Beach (1) ·
Stuart (1) ·
Vero Beach (1) ·
Viera (1)
Route 005d:
Features 006a:
'Beamer's Ditch ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Carter's Canal ' (1) ·
'Crane Creek Canal ' (1) ·
'Creek ' (1) ·
'Drainage Canal ' (1) ·
'Indian River ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Lake Dias Creek ' (1) ·
'Lateral Canal A ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'8th Street ' (1) ·
'Bellevue Ave ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'DAVIS ROAD ' (1) ·
'Harrison Street ' (1) ·
'I-95 ' (1) ·
'John Rhodes Blvd. ' (1) ·
'John Rodes Blvd. ' (1) ·
'N 13th Street ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR-11 ' (1) ·
'SR-46 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
I-95 (1) ·
US-1 (1)
Number 008:
700162 (1) ·
700163 (1) ·
700164 (1) ·
700165 (1) ·
700169 (1) ·
700195 (1) ·
700236 (1) ·
704188 (1) ·
704189 (1) ·
705100 (1) ·
790057 (1) ·
790094 (1) ·
790095 (1) ·
790114 (1) ·
790116 (1) ·
790117 (1) ·
790118 (1) ·
790119 (1) ·
790135 (1) ·
790180 (1) ·
790249 (1) ·
794082 (1) ·
880106 (1) ·
890043 (1) ·
890048 (1) ·
890106 (1) ·
930054 (1) ·
930121 (1) ·
930344 (1) ·
930523 (1) ·
937202 (1) ·
941000 (1) ·
945009 (1) ·
945273 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1.0 Mi N of SR-40 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'8th St West of SR-5A ' (1) ·
'By Indian Grove Dr. ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
26382390 (1) ·
26433815 (1) ·
26465191 (1) ·
26484490 (1) ·
26500886 (1) ·
27034414 (1) ·
27081140 (1) ·
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29113367 (1) ·
29135704 (1) ·
29151565 (1) ·
29173342 (1) ·
29174390 (1) ·
29174587 (1)
Longitude 017:
80044300 (1) ·
80054760 (1) ·
80092239 (1) ·
80105691 (1) ·
80112928 (1) ·
80151037 (1) ·
80201436 (1) ·
80214773 (1) ·
80222725 (1) ·
80274947 (1) ·
80305798 (1) ·
80315267 (1) ·
80370039 (1) ·
80420065 (1) ·
80420110 (1) ·
80424447 (1) ·
80424785 (1) ·
80432415 (1) ·
80461706 (1) ·
80471577 (1) ·
80510902 (1) ·
80512576 (1) ·
80521532 (1) ·
80545204 (1) ·
81015422 (1) ·
81020145 (1) ·
81031490 (1) ·
81042417 (1) ·
81044651 (1) ·
81051588 (1) ·
81074819 (1) ·
81093528 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10079 (1) ·
12530 (1) ·
12600 (1) ·
13300 (1) ·
16290 (1) ·
16384 (1) ·
16600 (1) ·
18000 (1) ·
18041 (1) ·
19300 (1) ·
23000 (1) ·
23500 (1) ·
26000 (1) ·
28500 (1) ·
32000 (1) ·
33000 (1) ·
3400 (1) ·
3600 (1) ·
37000 (1) ·
39750 (1) ·
401 (1) ·
40300 (1) ·
42764 (1) ·
550 (1) ·
6100 (1) ·
68000 (1) ·
6900 (1) ·
825 (1) ·
9100 (1) ·
9400 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No deficiencies (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation 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 by assessment, by calculation or by installation of properly designed countermeasures. (1)
Future 114:
1000 (1) ·
10584 (1) ·
11649 (1) ·
117980 (1) ·
11972 (1) ·
1388 (1) ·
15600 (1) ·
15789 (1) ·
16309 (1) ·
21861 (1) ·
23076 (1) ·
28263 (1) ·
28426 (1) ·
28801 (1) ·
31230 (1) ·
31301 (1) ·
33486 (1) ·
39905 (1) ·
40772 (1) ·
45110 (1) ·
485 (1) ·
49448 (1) ·
55520 (1) ·
57255 (1) ·
5899 (1) ·
6246 (1) ·
64195 (1) ·
68966 (1) ·
69920 (1) ·
74196 (1) ·
954 (1)
Clearance 116:
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