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.
ObjectID:
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FEC Railroad ' (1) ·
'Five Mile Creek ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1)
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB SR - 714 ' (1) ·
'EB SR-710 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Okeechobee Rd. ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-710 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
Longitude 017:
100 (1) ·
1050 (1) ·
11700 (1) ·
12600 (1) ·
1550 (1) ·
15800 (1) ·
17750 (1) ·
18500 (1) ·
21500 (1) ·
22200 (1) ·
25000 (1) ·
26000 (1) ·
29307 (1) ·
34244 (1) ·
37000 (1) ·
39000 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
48633 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5975 (1) ·
600 (1) ·
7150 (1) ·
85750 (1) ·
9200 (1) ·
9700 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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)
12405 (1) ·
1350 (1) ·
148776 (1) ·
15962 (1) ·
16830 (1) ·
200 (1) ·
20300 (1) ·
21861 (1) ·
2689 (1) ·
27413 (1) ·
30796 (1) ·
32098 (1) ·
37303 (1) ·
38517 (1) ·
43375 (1) ·
45110 (1) ·
50 (1) ·
50848 (1) ·
59413 (1) ·
600 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
832 (1) ·
84378 (1)
Showing below up to 40 results in range #1 to #40.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
T
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch