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.
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'El Rio Canal ' (1) ·
'FL TPK (SR-91) ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lake Worth Relief ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'SR 811 & FEC RR ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1)
'45th Street CR-702' (1) ·
'Benoist Farms Rd ' (1) ·
'Blue Heron Blvd ' (1) ·
'Congress Avenue ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'EB SR 786 ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'Island Way ' (1) ·
'Jog Road ' (1) ·
'Lantana Road ' (1) ·
'Lyons Rd ' (1) ·
'LYONS ROAD ' (1) ·
'Quantum Blvd. ' (1) ·
'Roebuck Road ' (1) ·
'SB I 95 SR 9 ' (1) ·
'Spanish River Blvd' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'WB US 98 SR 80 ' (1) ·
'Woolbright Road ' (1)
930184 (1) ·
930241 (1) ·
930461 (1) ·
930488 (1) ·
930491 (1) ·
930528 (1) ·
930545 (1) ·
930547 (1) ·
934158 (1) ·
934166 (1) ·
934177 (1) ·
934283 (1) ·
934363 (1) ·
934365 (1) ·
934366 (1) ·
934367 (1) ·
934711 (1) ·
934731 (1) ·
934954 (1) ·
934958 (1) ·
934989 (1) ·
935222 (1) ·
935223 (1) ·
936375 (1) ·
937367 (1)
'0.14MI N of Indiantown Rd' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.5Mi E of Military Trail' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-A1A East of ICWW ' (1)
26231070 (1) ·
26231230 (1) ·
26252840 (1) ·
26290179 (1) ·
26304669 (1) ·
26325650 (1) ·
26325823 (1) ·
26333297 (1) ·
26342040 (1) ·
26352535 (1) ·
26352546 (1) ·
26403485 (1) ·
26404400 (1) ·
26404575 (1) ·
26413785 (1) ·
26424967 (1) ·
26430558 (1) ·
26434195 (1) ·
26441137 (1) ·
26453630 (1) ·
26454160 (1) ·
26470126 (1) ·
26503600 (1) ·
26561000 (1) ·
26571548 (1)
80022352 (1) ·
80023637 (1) ·
80035422 (1) ·
80041535 (1) ·
80050018 (1) ·
80051020 (1) ·
80052490 (1) ·
80054600 (1) ·
80054717 (1) ·
80065730 (1) ·
80075116 (1) ·
80075312 (1) ·
80080080 (1) ·
80080612 (1) ·
80082400 (1) ·
80082890 (1) ·
80094882 (1) ·
80095581 (1) ·
80102240 (1) ·
80102300 (1) ·
80102572 (1) ·
80102700 (1) ·
80110316 (1) ·
80112020 (1) ·
80135529 (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 (including piles) on dry land well above flood water elevations. (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)
Showing below up to 25 results in range #1 to #25.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)