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.
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'Boynton Canal C-16 ' (1) ·
'C-18 Canal ' (1) ·
'CANAL L-20 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Main Canal ' (1) ·
'Padgett Creek ' (1) ·
'SALERNO CREEK ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Sykes Creek ' (1) ·
'US-1 ' (1)
'Banana River Drive' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DUDA ROAD ' (1) ·
'Enterprise Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'LYONS ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-528 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US 98 (SR 80) ' (1)
700025 (1) ·
704063 (1) ·
790080 (1) ·
790081 (1) ·
790083 (1) ·
790099 (1) ·
790191 (1) ·
790941 (1) ·
880030 (1) ·
890001 (1) ·
890021 (1) ·
894041 (1) ·
930215 (1) ·
930287 (1) ·
930334 (1) ·
930391 (1) ·
930401 (1) ·
930439 (1) ·
934329 (1) ·
934519 (1) ·
934953 (1) ·
940058 (1) ·
940083 (1) ·
940126 (1) ·
940951 (1)
'.5 mi East of I-95 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
26220386 (1) ·
26252638 (1) ·
26321971 (1) ·
26322125 (1) ·
26371314 (1) ·
26390702 (1) ·
26401808 (1) ·
26404080 (1) ·
26560311 (1) ·
27023798 (1) ·
27023948 (1) ·
27084441 (1) ·
27224619 (1) ·
27234592 (1) ·
27283927 (1) ·
27283929 (1) ·
27381900 (1) ·
28085715 (1) ·
28241941 (1) ·
28520760 (1) ·
28520804 (1) ·
28531327 (1) ·
29195849 (1) ·
29195924 (1) ·
29200900 (1)
80042235 (1) ·
80070222 (1) ·
80070240 (1) ·
80074322 (1) ·
80074325 (1) ·
80083165 (1) ·
80101799 (1) ·
80101893 (1) ·
80111927 (1) ·
80114936 (1) ·
80121129 (1) ·
80231141 (1) ·
80233923 (1) ·
80255800 (1) ·
80270210 (1) ·
80270308 (1) ·
80362216 (1) ·
80381684 (1) ·
80413927 (1) ·
81075150 (1) ·
81075169 (1) ·
81075272 (1) ·
81164575 (1) ·
81170942 (1) ·
81171026 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)