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.
'11th Street Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Turkey Creek ' (1) ·
'Underhill Slough ' (1) ·
Six Mile Creek (1)
'Alta Drive ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Harney Road ' (1) ·
'Levee Road ' (1) ·
'PARK AVE. W. ' (1) ·
'Port St. John Pkwy' (1) ·
'SR-520 WB ' (1) ·
'SR-5A ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB SR 706 ' (1) ·
SR-46 (1)
700194 (1) ·
700199 (1) ·
700200 (1) ·
700203 (1) ·
790136 (1) ·
790801 (1) ·
794050 (1) ·
795503 (1) ·
884065 (1) ·
884067 (1) ·
884068 (1) ·
890159 (1) ·
930453 (1) ·
930454 (1) ·
930465 (1) ·
930811 (1) ·
931002 (1) ·
931003 (1) ·
934160 (1) ·
934164 (1) ·
934938 (1)
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
26284041 (1) ·
26290213 (1) ·
26352544 (1) ·
26352545 (1) ·
26475062 (1) ·
26514900 (1) ·
26525529 (1) ·
26560245 (1) ·
26560246 (1) ·
27094100 (1) ·
27380220 (1) ·
27442320 (1) ·
27454113 (1) ·
28015978 (1) ·
28221061 (1) ·
28271350 (1) ·
28395620 (1) ·
28470565 (1) ·
29065637 (1) ·
29095886 (1) ·
29143549 (1)
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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)
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 21 results in range #1 to #21.