Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
bridge data > Built 027:
2009
& Service On 042a:
Highway - Pedestrian
& Superstructure 059:
Very Good
Use the filters below to narrow your results.
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'Australian Ave. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'Hypoluxo Rd ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Way ' (1) ·
'Old Boynton Road ' (1) ·
'Pineda Causeway ' (1) ·
'Port Malabar BL WB' (1) ·
'Riverbend Park Rd ' (1)
700225 (1) ·
705920 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884084 (1) ·
894063 (1) ·
930528 (1) ·
930529 (1) ·
934176 (1) ·
934177 (1) ·
934367 (1) ·
934981 (1) ·
945274 (1)
'0.14MI N of Indiantown Rd' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'Between SR704 and 12th St' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'North of P. Beach Airport' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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)
Showing below up to 14 results in range #1 to #14.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)