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:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Cougar Wildlife Crossing' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Cypress Creek ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Fellsmere Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'Lantana Road ' (1) ·
'Lateral A Canal ' (1) ·
'M CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'SR 70 ' (1) ·
'SR-421 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Tomoka River ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'CR-630 (41st St.) ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700232 (1) ·
790201 (1) ·
790202 (1) ·
790205 (1) ·
790207 (1) ·
790229 (1) ·
884104 (1) ·
890116 (1) ·
930275 (1) ·
930489 (1) ·
934151 (1) ·
940086 (1) ·
940087 (1) ·
940108 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1) ·
940114 (1) ·
940126 (1) ·
940127 (1) ·
940135 (1)
Location 009:
'0.25 mi N of Belvedere Rd' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'I-95 over Midway Road ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Over Fellsmere Canal ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26351625 (1) ·
26413720 (1) ·
26455392 (1) ·
26581961 (1) ·
27155060 (1) ·
27155288 (1) ·
27171853 (1) ·
27222697 (1) ·
27222932 (1) ·
27234232 (1) ·
27234592 (1) ·
27244459 (1) ·
27311700 (1) ·
27311955 (1) ·
27400430 (1) ·
27493308 (1) ·
27493323 (1) ·
29060018 (1) ·
29062200 (1) ·
29064300 (1) ·
29090099 (1) ·
29090120 (1)
Longitude 017:
80040535 (1) ·
80041025 (1) ·
80103697 (1) ·
80182538 (1) ·
80233923 (1) ·
80234014 (1) ·
80240662 (1) ·
80243196 (1) ·
80243677 (1) ·
80251602 (1) ·
80251811 (1) ·
80252110 (1) ·
80270180 (1) ·
80270543 (1) ·
80274510 (1) ·
80332834 (1) ·
80332921 (1) ·
81014200 (1) ·
81051410 (1) ·
81051478 (1) ·
81083300 (1) ·
81091401 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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.
