Drilldown: bridge data
From Indian River Lagoon Project
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Status: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
25925 (1) ·
45775 (1) ·
58725 (1) ·
77275 (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau-Gallie River ' (1) ·
'Lake Dias Creek ' (1) ·
'LATERAL CANAL A ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Navy Canal ' (1) ·
'North Relief Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Turkey Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Brushy Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'26TH STREET ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'NB SR-615 ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (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-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-92 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
I-95 (1)
Number 008:
700163 (1) ·
700164 (1) ·
700169 (1) ·
700191 (1) ·
700195 (1) ·
705500 (1) ·
790019 (1) ·
790057 (1) ·
790094 (1) ·
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790114 (1) ·
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940003 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1) ·
941000 (1) ·
945273 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.23 MI N FPL POWER PLANT' (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) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (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) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.5 Mile West of I-95 ' (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-40 - Middle Haw Creek ' (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:
26290167 (1) ·
26433815 (1) ·
26451984 (1) ·
26484490 (1) ·
26500886 (1) ·
27041365 (1) ·
27081140 (1) ·
27081946 (1) ·
27161503 (1) ·
27204218 (1) ·
27211650 (1) ·
27280680 (1) ·
27280700 (1) ·
27283525 (1) ·
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27384653 (1) ·
27413285 (1) ·
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28074371 (1) ·
28123269 (1) ·
28124426 (1) ·
28212071 (1) ·
28395480 (1) ·
28483130 (1) ·
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29100039 (1) ·
29113367 (1) ·
29132818 (1) ·
29142807 (1) ·
29151565 (1) ·
29173342 (1) ·
29174390 (1) ·
29174587 (1)
Longitude 017:
80051590 (1) ·
80052317 (1) ·
80092239 (1) ·
80105691 (1) ·
80111608 (1) ·
80112928 (1) ·
80144362 (1) ·
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80205900 (1) ·
80205926 (1) ·
80214773 (1) ·
80222725 (1) ·
80242120 (1) ·
80244777 (1) ·
80244820 (1) ·
80274670 (1) ·
80355219 (1) ·
80390094 (1) ·
80424447 (1) ·
80424785 (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) ·
81134830 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10750 (1) ·
12600 (1) ·
13300 (1) ·
16000 (1) ·
16384 (1) ·
16600 (1) ·
18000 (1) ·
18041 (1) ·
19300 (1) ·
21400 (1) ·
23000 (1) ·
25170 (1) ·
26000 (1) ·
29500 (1) ·
32000 (1) ·
3400 (1) ·
3600 (1) ·
3850 (1) ·
401 (1) ·
40300 (1) ·
4800 (1) ·
640 (1) ·
68000 (1) ·
6900 (1) ·
7150 (1) ·
7300 (1) ·
76000 (1) ·
9100 (1) ·
9400 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (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)
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
117980 (1) ·
11972 (1) ·
12405 (1) ·
1250 (1) ·
12665 (1) ·
131860 (1) ·
15789 (1) ·
16309 (1) ·
18651 (1) ·
21861 (1) ·
23076 (1) ·
27760 (1) ·
28426 (1) ·
28801 (1) ·
31230 (1) ·
31301 (1) ·
31462 (1) ·
33486 (1) ·
37129 (1) ·
39905 (1) ·
45110 (1) ·
485 (1) ·
51182 (1) ·
55520 (1) ·
5899 (1) ·
6246 (1) ·
6680 (1) ·
69920 (1) ·
731 (1) ·
8328 (1)
Clearance 116:
Showing below up to 37 results in range #1 to #37.
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