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.
'Canal ' (1) ·
'Creek ' (1) ·
'CSX RAILROAD ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'SR-710 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SWA Retention Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
'45th Street CR-702' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'Congress Avenue ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB SR 704 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jog Road ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SR-40 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SUMMIT BLVD ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 ' (1) ·
'US-98 (SR-80) ' (1) ·
'VILLAGE BLVD ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB US 98 SR 80 ' (1)
790077 (1) ·
790078 (1) ·
790118 (1) ·
790119 (1) ·
790132 (1) ·
930053 (1) ·
930183 (1) ·
930210 (1) ·
930235 (1) ·
930417 (1) ·
930418 (1) ·
930461 (1) ·
930470 (1) ·
930488 (1) ·
930528 (1) ·
934158 (1) ·
934166 (1) ·
934228 (1) ·
934251 (1) ·
934259 (1) ·
937709 (1) ·
937712 (1) ·
937715 (1)
'.25m W of US-1 on US-98 ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mi N of SR-40 ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Between SR704 and 12th St' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Port of Palm Beach ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-704 Over SR-91 ' (1)
26394749 (1) ·
26403272 (1) ·
26403485 (1) ·
26413718 (1) ·
26413785 (1) ·
26415533 (1) ·
26422136 (1) ·
26422223 (1) ·
26422701 (1) ·
26422817 (1) ·
26424967 (1) ·
26432857 (1) ·
26445867 (1) ·
26450626 (1) ·
26451984 (1) ·
26453630 (1) ·
26454160 (1) ·
26460153 (1) ·
29154558 (1) ·
29154580 (1) ·
29171420 (1) ·
29173342 (1) ·
29174587 (1)
80031952 (1) ·
80032393 (1) ·
80033598 (1) ·
80035422 (1) ·
80041535 (1) ·
80041853 (1) ·
80043087 (1) ·
80043390 (1) ·
80050018 (1) ·
80051244 (1) ·
80051590 (1) ·
80052862 (1) ·
80074101 (1) ·
80080080 (1) ·
80080366 (1) ·
80082635 (1) ·
80082890 (1) ·
80083008 (1) ·
81030614 (1) ·
81042417 (1) ·
81044651 (1) ·
81070414 (1) ·
81070520 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 23 results in range #1 to #23.