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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-23 Canal ' (1) ·
'Danforth Creek ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-2-E Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'EB SR - 714 ' (1) ·
'EB SR706 ' (1) ·
'Indiantown Rd. ' (1) ·
'Lake Worth Road ' (1) ·
'LYONS ROAD ' (1) ·
'Maytown Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'Port St. John Pkwy' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-615 ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR806 Atlantic Ave' (1) ·
'WB SR - 714 ' (1) ·
'WB SR 706 ' (1) ·
'WB SR-70 ' (1)
Number 008:
700199 (1) ·
794139 (1) ·
794141 (1) ·
890111 (1) ·
890134 (1) ·
890135 (1) ·
930032 (1) ·
930374 (1) ·
930413 (1) ·
930453 (1) ·
930454 (1) ·
934151 (1) ·
934291 (1) ·
934294 (1) ·
934313 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1) ·
940120 (1) ·
940146 (1) ·
940147 (1)
Location 009:
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'300' E of FL Turnpike ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
25564070 (1) ·
26271298 (1) ·
26360809 (1) ·
26370131 (1) ·
26412599 (1) ·
26415366 (1) ·
26455392 (1) ·
26560245 (1) ·
26560246 (1) ·
27101997 (1) ·
27102072 (1) ·
27121953 (1) ·
27171853 (1) ·
27172347 (1) ·
27233900 (1) ·
27280680 (1) ·
27280700 (1) ·
27281041 (1) ·
27281411 (1) ·
28271350 (1) ·
28504614 (1) ·
28504680 (1)
Longitude 017:
80050063 (1) ·
80101847 (1) ·
80112200 (1) ·
80121646 (1) ·
80143409 (1) ·
80144092 (1) ·
80161373 (1) ·
80161483 (1) ·
80182538 (1) ·
80205810 (1) ·
80205900 (1) ·
80240091 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1) ·
80273077 (1) ·
80491650 (1) ·
80901477 (1) ·
81044532 (1) ·
81060638 (1)
Owner 022:
Built 027:
Traffic 029:
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: (Click arrow to add another value)
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) ·
N/A (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 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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
