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)
Use the filters below to narrow your results.
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'I-95 (SR-9) ' (1) ·
'Moore's Creek ' (1) ·
'North Relief Canal ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1)
884082 (1) ·
890110 (1) ·
890111 (1) ·
930183 (1) ·
930384 (1) ·
930388 (1) ·
930472 (1) ·
930473 (1) ·
930484 (1) ·
931007 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940151 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'1 mile North of SR-70 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'56th Place North ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (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 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.