Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
Critical 006b:
Facility 007:
'Blue Heron Blvd. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Camp Site Road ' (1) ·
'Central Blvd. ' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Road ' (1) ·
'SR-710 ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US 98 (SR 80) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'US27 SR-25 & 80 ' (1) ·
'VILLAGE BLVD ' (1)
Number 008:
930054 (1) ·
930121 (1) ·
930146 (1) ·
930171 (1) ·
930178 (1) ·
930190 (1) ·
930344 (1) ·
930406 (1) ·
930439 (1) ·
930448 (1) ·
930449 (1) ·
930523 (1) ·
931005 (1) ·
934158 (1) ·
934171 (1) ·
934175 (1) ·
934373 (1) ·
937712 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'In John Prince Park ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
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: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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:
103753 (1) ·
10875 (1) ·
11538 (1) ·
15789 (1) ·
180 (1) ·
19050 (1) ·
20574 (1) ·
21861 (1) ·
23076 (1) ·
297552 (1) ·
34353 (1) ·
369555 (1) ·
385170 (1) ·
63328 (1) ·
64195 (1) ·
65063 (1) ·
82413 (1)
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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