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.
12233 (1) ·
12284 (1) ·
12285 (1) ·
13791 (1) ·
13794 (1) ·
13795 (1) ·
13803 (1) ·
13804 (1) ·
15288 (1) ·
15772 (1) ·
15775 (1) ·
15778 (1) ·
15779 (1) ·
15815 (1) ·
15866 (1) ·
15871 (1) ·
15925 (1) ·
15929 (1) ·
15930 (1) ·
15952 (1) ·
15953 (1) ·
15970 (1) ·
16101 (1) ·
16121 (1) ·
16122 (1) ·
16123 (1) ·
16126 (1) ·
19211 (1) ·
19495 (1) ·
19528 (1) ·
19534 (1)
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-95 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'RETENTION POND ' (1) ·
'RIO MAR BAY ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SIMS CREEK ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
'AIROSO BLVD. ' (1) ·
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'Cow Creek Road ' (1) ·
'CR-516 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'DYER PARK ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Main Street ' (1) ·
'McClure Road ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'VETERANS WALK ' (1) ·
'Walter Boardman Ln' (1)
700188 (1) ·
705917 (1) ·
705918 (1) ·
794122 (1) ·
794126 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
885808 (1) ·
894051 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934282 (1) ·
934357 (1) ·
934482 (1) ·
934489 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
936701 (1) ·
937367 (1) ·
944013 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1) ·
949901 (1)
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'100 ft E of Minton Road ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'INSIDE RIVERSIDE PARK ' (1)
26260295 (1) ·
26281579 (1) ·
26281595 (1) ·
26322077 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26331348 (1) ·
26364799 (1) ·
26413216 (1) ·
26434195 (1) ·
26470845 (1) ·
26481006 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27173773 (1) ·
27190428 (1) ·
27214154 (1) ·
27220029 (1) ·
27220118 (1) ·
27385354 (1) ·
27581117 (1) ·
28003971 (1) ·
28020728 (1) ·
28563029 (1) ·
28592979 (1) ·
28594816 (1) ·
29063307 (1) ·
29242747 (1)
80041852 (1) ·
80045351 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80051796 (1) ·
80055723 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80084971 (1) ·
80092158 (1) ·
80121898 (1) ·
80135529 (1) ·
80161911 (1) ·
80205857 (1) ·
80213507 (1) ·
80214554 (1) ·
80215355 (1) ·
80220390 (1) ·
80222755 (1) ·
80392393 (1) ·
80393940 (1) ·
80401747 (1) ·
80402996 (1) ·
80563010 (1) ·
80581706 (1) ·
81022736 (1) ·
81025853 (1) ·
81071865 (1)
10 (1) ·
1000 (1) ·
1040 (1) ·
111000 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
1711 (1) ·
18000 (1) ·
18391 (1) ·
18800 (1) ·
2880 (1) ·
3000 (1) ·
3767 (1) ·
43 (1) ·
4689 (1) ·
500 (1) ·
50000 (1) ·
594 (1) ·
600 (1) ·
6000 (1) ·
605 (1) ·
75 (1) ·
800 (1) ·
8000 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 31 results in range #1 to #31.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)