Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12269 (1) ·
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canoe Creek ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Halifax River ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'SWA Retention Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'16th St/College Ln' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-4009 ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Croton Road ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'Island Way ' (1) ·
'Jog Road ' (1) ·
'Jupiter Boulevard ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'MARINA BLVD. ' (1) ·
'NW 13 ST ' (1) ·
'Orange Avenue ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SEACREST BLVD. ' (1) ·
'Spanish River Blvd' (1) ·
'SUMMIT BLVD ' (1) ·
'VILLAGE BLVD ' (1) ·
'Williamson Blvd ' (1) ·
'Woolbright Road ' (1) ·
'YAMATO RD ' (1)
Number 008:
704101 (1) ·
704176 (1) ·
705604 (1) ·
705923 (1) ·
794096 (1) ·
794120 (1) ·
794193 (1) ·
884083 (1) ·
884084 (1) ·
930107 (1) ·
934158 (1) ·
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936375 (1) ·
937367 (1) ·
937712 (1) ·
937715 (1) ·
944011 (1) ·
944012 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1)
Latitude 016:
26195136 (1) ·
26200974 (1) ·
26214151 (1) ·
26231070 (1) ·
26231230 (1) ·
26233914 (1) ·
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26321971 (1) ·
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26322120 (1) ·
26325650 (1) ·
26325823 (1) ·
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26412599 (1) ·
26413718 (1) ·
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27591500 (1) ·
28073710 (1) ·
28075785 (1) ·
28171664 (1) ·
29052660 (1) ·
29123122 (1) ·
29125374 (1)
Longitude 017:
80035203 (1) ·
80041853 (1) ·
80042609 (1) ·
80044229 (1) ·
80051020 (1) ·
80051590 (1) ·
80051796 (1) ·
80052862 (1) ·
80054717 (1) ·
80062363 (1) ·
80065459 (1) ·
80065730 (1) ·
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80082890 (1) ·
80094882 (1) ·
80102700 (1) ·
80110316 (1) ·
80111927 (1) ·
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80115706 (1) ·
80120025 (1) ·
80135529 (1) ·
80143409 (1) ·
80144092 (1) ·
80195964 (1) ·
80200618 (1) ·
80251400 (1) ·
80274700 (1) ·
80384610 (1) ·
80391820 (1) ·
80401800 (1) ·
80443473 (1) ·
81010006 (1) ·
81013690 (1) ·
81052755 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
10000 (1) ·
10900 (1) ·
11000 (1) ·
11900 (1) ·
12200 (1) ·
12533 (1) ·
12700 (1) ·
14168 (1) ·
14600 (1) ·
1550 (1) ·
15607 (1) ·
15700 (1) ·
16000 (1) ·
16427 (1) ·
17500 (1) ·
17982 (1) ·
18657 (1) ·
18700 (1) ·
18800 (1) ·
19575 (1) ·
22000 (1) ·
24900 (1) ·
25500 (1) ·
2880 (1) ·
3000 (1) ·
44000 (1) ·
4580 (1) ·
6042 (1) ·
7200 (1) ·
7263 (1) ·
8929 (1) ·
9000 (1) ·
9100 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
Future 114:
1000 (1) ·
10319 (1) ·
10800 (1) ·
10875 (1) ·
15000 (1) ·
15040 (1) ·
15615 (1) ·
15789 (1) ·
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1735 (1) ·
1800 (1) ·
18041 (1) ·
18840 (1) ·
18912 (1) ·
19050 (1) ·
19085 (1) ·
2000 (1) ·
20647 (1) ·
21167 (1) ·
22388 (1) ·
23686 (1) ·
25331 (1) ·
26400 (1) ·
27500 (1) ·
27760 (1) ·
28050 (1) ·
28501 (1) ·
30362 (1) ·
31199 (1) ·
32445 (1) ·
32618 (1) ·
3600 (1) ·
43202 (1) ·
5205 (1) ·
5290 (1) ·
76340 (1) ·
8788 (1)
Clearance 116:
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