Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'14TH STREET CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FELLSMERE CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'27th Street ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'53RD STREET ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-630 (41st St.) ' (1) ·
'EB SR60 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-60 WB ' (1)
Number 008:
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'1MI W OF CR-615 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
Longitude 017:
0 (1) ·
1000 (1) ·
101 (1) ·
120 (1) ·
134 (1) ·
150 (1) ·
1500 (1) ·
1750 (1) ·
18400 (1) ·
2050 (1) ·
2059 (1) ·
22500 (1) ·
250 (1) ·
3000 (1) ·
3100 (1) ·
31000 (1) ·
400 (1) ·
4000 (1) ·
428 (1) ·
480 (1) ·
5500 (1) ·
5760 (1) ·
6960 (1) ·
7400 (1) ·
7473 (1) ·
7600 (1) ·
910 (1) ·
950 (1) ·
9500 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
1000 (1) ·
1092 (1) ·
114000 (1) ·
11520 (1) ·
1250 (1) ·
126 (1) ·
12839 (1) ·
12966 (1) ·
13186 (1) ·
150 (1) ·
1647 (1) ·
174 (1) ·
1800 (1) ·
200 (1) ·
2020 (1) ·
22080 (1) ·
232 (1) ·
27000 (1) ·
300 (1) ·
3036 (1) ·
3556 (1) ·
3572 (1) ·
535 (1) ·
5378 (1) ·
53785 (1) ·
580 (1) ·
6000 (1) ·
694 (1) ·
6940 (1) ·
8352 (1) ·
9543 (1)
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