Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12132 (1) ·
12217 (1) ·
12218 (1) ·
12221 (1) ·
12235 (1) ·
12239 (1) ·
12255 (1) ·
12260 (1) ·
13683 (1) ·
13706 (1) ·
13707 (1) ·
13715 (1) ·
13716 (1) ·
13717 (1) ·
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13724 (1) ·
13739 (1) ·
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13784 (1) ·
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15588 (1) ·
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15678 (1) ·
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16125 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau-Gallie River ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Lake Dias Creek ' (1) ·
'LATERAL CANAL A ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Navy Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
Brushy Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Entrnce Rd to FDOT' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR-11 ' (1) ·
'SR-46 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-710 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-92 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
'Wilden Road ' (1) ·
I-95 (1)
Number 008:
700033 (1) ·
700163 (1) ·
700164 (1) ·
700169 (1) ·
700191 (1) ·
700195 (1) ·
704019 (1) ·
704086 (1) ·
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884061 (1) ·
890043 (1) ·
890044 (1) ·
890123 (1) ·
930054 (1) ·
930121 (1) ·
930344 (1) ·
934428 (1) ·
934441 (1) ·
934904 (1) ·
940003 (1) ·
941000 (1) ·
945273 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.5 Mi W of SR-507 ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'1.0 Mi N of SR-40 ' (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) ·
'2 MILES N OF CR-708 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'SR-5A at 3rd St ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1)
Latitude 016:
26225750 (1) ·
26225797 (1) ·
26232019 (1) ·
26433815 (1) ·
26484490 (1) ·
26500886 (1) ·
27041365 (1) ·
27081140 (1) ·
27081946 (1) ·
27161503 (1) ·
27204218 (1) ·
27211650 (1) ·
27384653 (1) ·
27512287 (1) ·
28044331 (1) ·
28074371 (1) ·
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28212071 (1) ·
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29113367 (1) ·
29132818 (1) ·
29151565 (1) ·
29173342 (1) ·
29174390 (1) ·
29174587 (1)
Longitude 017:
80092239 (1) ·
80105691 (1) ·
80111608 (1) ·
80112928 (1) ·
80120012 (1) ·
80120021 (1) ·
80144362 (1) ·
80144500 (1) ·
80214773 (1) ·
80222725 (1) ·
80274670 (1) ·
80312721 (1) ·
80374655 (1) ·
80390094 (1) ·
80424447 (1) ·
80424785 (1) ·
80443323 (1) ·
80461706 (1) ·
80510902 (1) ·
80512576 (1) ·
80521532 (1) ·
80545204 (1) ·
81020145 (1) ·
81025860 (1) ·
81042417 (1) ·
81044651 (1) ·
81051588 (1) ·
81074819 (1) ·
81093528 (1) ·
81175630 (1) ·
81193143 (1) ·
81193290 (1) ·
81193774 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
12600 (1) ·
13300 (1) ·
138 (1) ·
16384 (1) ·
16600 (1) ·
18000 (1) ·
18041 (1) ·
19300 (1) ·
21400 (1) ·
23000 (1) ·
25 (1) ·
26000 (1) ·
29500 (1) ·
31500 (1) ·
318 (1) ·
32000 (1) ·
3400 (1) ·
3600 (1) ·
401 (1) ·
40300 (1) ·
4800 (1) ·
6100 (1) ·
68000 (1) ·
76000 (1) ·
769 (1) ·
9100 (1) ·
9400 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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) ·
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)
Future 114:
10583 (1) ·
117980 (1) ·
1250 (1) ·
131860 (1) ·
15789 (1) ·
16309 (1) ·
168 (1) ·
21861 (1) ·
23076 (1) ·
28426 (1) ·
28801 (1) ·
29 (1) ·
31230 (1) ·
31301 (1) ·
33486 (1) ·
37129 (1) ·
39905 (1) ·
45110 (1) ·
485 (1) ·
51182 (1) ·
521 (1) ·
54652 (1) ·
55520 (1) ·
5899 (1) ·
6246 (1) ·
69920 (1) ·
8328 (1) ·
930 (1) ·
931 (1)
Clearance 116:
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