Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15188 (1) ·
15782 (1) ·
15808 (1) ·
15809 (1) ·
15810 (1) ·
15815 (1) ·
15822 (1) ·
15827 (1) ·
15840 (1) ·
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15864 (1) ·
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15926 (1) ·
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19490 (1) ·
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19554 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-95 ' (1) ·
'L-14 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'North Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turnpike (SR-91) ' (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'33rd Street ' (1) ·
'45th Street CR-702' (1) ·
'49th St Lindsey Rd' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CR-4009 ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Dunn Avenue ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Lyons Rd ' (1) ·
'Melaleuca Lane ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'St. Johns Heritage' (1) ·
'SW 18TH ST WB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'West Farms Road ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
704097 (1) ·
704098 (1) ·
704190 (1) ·
794189 (1) ·
794193 (1) ·
884067 (1) ·
884068 (1) ·
884071 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884085 (1) ·
884093 (1) ·
884100 (1) ·
884103 (1) ·
884104 (1) ·
894053 (1) ·
894056 (1) ·
934151 (1) ·
934166 (1) ·
934179 (1) ·
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934315 (1) ·
934345 (1) ·
934346 (1) ·
934361 (1) ·
934468 (1) ·
934469 (1) ·
934711 (1) ·
934925 (1) ·
934952 (1) ·
934954 (1) ·
934960 (1) ·
944016 (1)
Location 009:
'0.25 Mile N of Center St.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.9 Miles South of US-192' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26195370 (1) ·
26203857 (1) ·
26252703 (1) ·
26304774 (1) ·
26304823 (1) ·
26333297 (1) ·
26342010 (1) ·
26342072 (1) ·
26360954 (1) ·
26362838 (1) ·
26401260 (1) ·
26401280 (1) ·
26404140 (1) ·
26404400 (1) ·
26413216 (1) ·
26420393 (1) ·
26453630 (1) ·
26455392 (1) ·
26563620 (1) ·
27011625 (1) ·
27011700 (1) ·
27234060 (1) ·
27351498 (1) ·
27354064 (1) ·
27375400 (1) ·
27391280 (1) ·
27400430 (1) ·
27405750 (1) ·
27412300 (1) ·
27413623 (1) ·
27415031 (1) ·
27442320 (1) ·
27454113 (1) ·
28024500 (1) ·
28155940 (1) ·
28160000 (1) ·
29052660 (1) ·
29115274 (1)
Longitude 017:
80054960 (1) ·
80060834 (1) ·
80060838 (1) ·
80071860 (1) ·
80074641 (1) ·
80074643 (1) ·
80074938 (1) ·
80080080 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084780 (1) ·
80084953 (1) ·
80085094 (1) ·
80092158 (1) ·
80101305 (1) ·
80102700 (1) ·
80112020 (1) ·
80182538 (1) ·
80205980 (1) ·
80251400 (1) ·
80254929 (1) ·
80260616 (1) ·
80263114 (1) ·
80264934 (1) ·
80274502 (1) ·
80274510 (1) ·
80274550 (1) ·
80274650 (1) ·
80284500 (1) ·
80285590 (1) ·
80365199 (1) ·
80383118 (1) ·
80434440 (1) ·
80434460 (1) ·
80448000 (1) ·
81013690 (1) ·
81054486 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
0 (1) ·
1000 (1) ·
10000 (1) ·
101 (1) ·
10300 (1) ·
12100 (1) ·
12500 (1) ·
14600 (1) ·
150 (1) ·
1500 (1) ·
15900 (1) ·
16600 (1) ·
19200 (1) ·
200 (1) ·
22500 (1) ·
240 (1) ·
2400 (1) ·
24000 (1) ·
25000 (1) ·
33000 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
4200 (1) ·
480 (1) ·
5000 (1) ·
5760 (1) ·
6000 (1) ·
6042 (1) ·
7263 (1) ·
910 (1) ·
9500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
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. (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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (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:
1000 (1) ·
10875 (1) ·
1092 (1) ·
114000 (1) ·
11520 (1) ·
12360 (1) ·
150 (1) ·
15000 (1) ·
175 (1) ·
1800 (1) ·
200 (1) ·
2020 (1) ·
20993 (1) ·
20994 (1) ·
25331 (1) ·
27587 (1) ·
288 (1) ·
28801 (1) ·
39037 (1) ·
39038 (1) ·
4164 (1) ·
41640 (1) ·
420 (1) ·
43375 (1) ·
5040 (1) ·
57255 (1) ·
580 (1) ·
6000 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
73000 (1) ·
73250 (1) ·
8000 (1) ·
8788 (1)
Clearance 116:
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