Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
13730 (1) ·
13814 (1) ·
15194 (1) ·
15688 (1) ·
15713 (1) ·
15717 (1) ·
15718 (1) ·
15720 (1) ·
15773 (1) ·
15818 (1) ·
15828 (1) ·
15840 (1) ·
15843 (1) ·
15906 (1) ·
15913 (1) ·
15914 (1) ·
15918 (1) ·
17869 (1) ·
17871 (1) ·
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19167 (1) ·
19191 (1) ·
19236 (1) ·
19512 (1) ·
19518 (1) ·
19519 (1) ·
19520 (1) ·
19521 (1)
County 003:
Place 004:
None (1) ·
Atlantis (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Indiantown village (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Melbourne (1)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'C-52 Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'E-4 CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'LYONS ROAD ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-60 EB ' (1) ·
'SR-A1A ' (1) ·
'US-98 (SR-80) ' (1) ·
'West Farms Road ' (1) ·
'Willow Run Blvd. ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700212 (1) ·
700214 (1) ·
700215 (1) ·
790151 (1) ·
796401 (1) ·
880091 (1) ·
884076 (1) ·
885809 (1) ·
894056 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
930413 (1) ·
934138 (1) ·
934293 (1) ·
934318 (1) ·
934345 (1) ·
934348 (1) ·
934731 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
934966 (1) ·
934967 (1) ·
934968 (1) ·
934969 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26243117 (1) ·
26243156 (1) ·
26243157 (1) ·
26243219 (1) ·
26243226 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
26342072 (1) ·
26361307 (1) ·
26370131 (1) ·
26375277 (1) ·
26404575 (1) ·
26404695 (1) ·
26404846 (1) ·
26405713 (1) ·
26405778 (1) ·
26490902 (1) ·
26494457 (1) ·
27011700 (1) ·
27351435 (1) ·
27382573 (1) ·
27384786 (1) ·
28050471 (1) ·
28050547 (1) ·
28053134 (1) ·
29014444 (1) ·
29073249 (1)
Longitude 017:
80022456 (1) ·
80050618 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80074641 (1) ·
80101532 (1) ·
80101536 (1) ·
80101850 (1) ·
80101852 (1) ·
80110316 (1) ·
80120775 (1) ·
80120925 (1) ·
80121251 (1) ·
80121646 (1) ·
80162947 (1) ·
80172828 (1) ·
80240703 (1) ·
80254958 (1) ·
80285590 (1) ·
80403784 (1) ·
80450403 (1) ·
80450449 (1) ·
80494825 (1) ·
80541414 (1) ·
81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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 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) ·
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
Clearance 116:
Showing below up to 28 results in range #1 to #28.
