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.
'BOLLES CANAL (L-21) ' (1) ·
'C-18 Canal ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jupiter Creek ' (1) ·
'L-5 Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Miami Canal L-25 ' (1) ·
'Okeechobee Waterway ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SLOUGH ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1)
'CR-714 Indian St. ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'EB SR706 ' (1) ·
'Indiantown Rd. ' (1) ·
'Indiantown Road ' (1) ·
'NB US-27 SR-25 ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-714 ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'US27 SR-25 & 80 ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1) ·
'WB SR 706 ' (1)
890038 (1) ·
890039 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
894062 (1) ·
930054 (1) ·
930342 (1) ·
930352 (1) ·
930353 (1) ·
930374 (1) ·
930391 (1) ·
930420 (1) ·
930453 (1) ·
930454 (1) ·
930512 (1) ·
930513 (1) ·
930537 (1) ·
930538 (1) ·
934142 (1) ·
934144 (1)
'.5 mi East of I-95 ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'At John Stretch Park ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
25564070 (1) ·
26200870 (1) ·
26200920 (1) ·
26234852 (1) ·
26234905 (1) ·
26363478 (1) ·
26414539 (1) ·
26414600 (1) ·
26433815 (1) ·
26560189 (1) ·
26560245 (1) ·
26560246 (1) ·
26560311 (1) ·
26560520 (1) ·
26561373 (1) ·
27093370 (1) ·
27094100 (1) ·
27101997 (1) ·
27102072 (1) ·
27102221 (1) ·
27103152 (1) ·
27112188 (1)
80050063 (1) ·
80064817 (1) ·
80083165 (1) ·
80100580 (1) ·
80103468 (1) ·
80151390 (1) ·
80152526 (1) ·
80153061 (1) ·
80154828 (1) ·
80161373 (1) ·
80161483 (1) ·
80181600 (1) ·
80321860 (1) ·
80321939 (1) ·
80350835 (1) ·
80350917 (1) ·
80424182 (1) ·
80482471 (1) ·
80482472 (1) ·
80510902 (1) ·
80901477 (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)
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 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.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)