Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- 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.
'CR709 GLADES RD & FEC RR' (1) ·
'EL RIO CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'L-10 Canal ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1)
'CORAL DRIVE ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Levee Road ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 NB ' (1) ·
'VENICE DRIVE ' (1)
790087 (1) ·
890001 (1) ·
890021 (1) ·
930142 (1) ·
930159 (1) ·
930215 (1) ·
930223 (1) ·
930235 (1) ·
930333 (1) ·
930334 (1) ·
930805 (1) ·
935301 (1) ·
935302 (1) ·
935508 (1) ·
940053 (1) ·
940072 (1) ·
940951 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'300FT East of CR-717 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
'WEST PALM BEACH INTERCH. ' (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)
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)
119194 (1) ·
1200 (1) ·
121 (1) ·
136198 (1) ·
14314 (1) ·
14748 (1) ·
150 (1) ·
171592 (1) ·
18218 (1) ·
3123 (1) ·
34960 (1) ·
4511 (1) ·
607 (1) ·
69920 (1) ·
8415 (1)
Showing below up to 17 results in range #1 to #17.
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