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.
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Dirksen Drive ' (1) ·
'FEC Railroad ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral B Canal ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'TEN MILE CREEK ' (1) ·
Banana River Relief (1) ·
Indian River Relief East (1) ·
Sebastian River (1)
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR-714 Indian St. ' (1) ·
'CR708 125.4 ' (1) ·
'I-4 WB ' (1) ·
'Island Way ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'US1(SR5) ' (1) ·
SR-520 (1) ·
US-1 (1)
700192 (1) ·
700196 (1) ·
700224 (1) ·
790042 (1) ·
790941 (1) ·
884054 (1) ·
884071 (1) ·
890082 (1) ·
890085 (1) ·
890110 (1) ·
890111 (1) ·
890119 (1) ·
890122 (1) ·
894062 (1) ·
930001 (1) ·
930159 (1) ·
930235 (1) ·
930239 (1) ·
930269 (1) ·
934177 (1) ·
940047 (1) ·
940072 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'At CR-613 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
SR-520 - Banana River (1) ·
SR-520 - Indian River Relief (1) ·
US-1 over Sebastian River (1)
26322094 (1) ·
26450626 (1) ·
26465867 (1) ·
26474455 (1) ·
26554196 (1) ·
26561000 (1) ·
27023878 (1) ·
27033219 (1) ·
27073032 (1) ·
27093370 (1) ·
27102733 (1) ·
27121953 (1) ·
27122261 (1) ·
27240944 (1) ·
27263922 (1) ·
27351498 (1) ·
27373700 (1) ·
27511720 (1) ·
28212382 (1) ·
28212829 (1) ·
28520804 (1) ·
28521781 (1)
80025351 (1) ·
80032688 (1) ·
80075399 (1) ·
80080366 (1) ·
80082400 (1) ·
80090356 (1) ·
80142214 (1) ·
80142789 (1) ·
80151390 (1) ·
80164549 (1) ·
80184796 (1) ·
80192646 (1) ·
80224294 (1) ·
80235220 (1) ·
80240091 (1) ·
80240291 (1) ·
80264934 (1) ·
80292802 (1) ·
80365438 (1) ·
80423456 (1) ·
81170430 (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) ·
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 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 22 results in range #1 to #22.