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)
bridge data > County 003:
Volusia
& Culvert 062:
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.
Use the filters below to narrow your results.
13677 (1) ·
13687 (1) ·
13706 (1) ·
13716 (1) ·
13719 (1) ·
13725 (1) ·
13739 (1) ·
13745 (1) ·
13746 (1) ·
13747 (1) ·
13748 (1) ·
13751 (1) ·
13776 (1) ·
13778 (1) ·
13779 (1) ·
13780 (1) ·
13781 (1) ·
13782 (1) ·
13783 (1) ·
13784 (1) ·
13786 (1) ·
13806 (1) ·
13808 (1) ·
18716 (1) ·
18721 (1) ·
18722 (1) ·
18723 (1) ·
18725 (1) ·
18726 (1) ·
18727 (1) ·
18728 (1) ·
18752 (1) ·
18753 (1) ·
18754 (1) ·
18763 (1) ·
18764 (1) ·
18767 (1) ·
18772 (1) ·
18775 (1)
'11th Street Canal ' (1) ·
'B19 Canal ' (1) ·
'Canal ' (1) ·
'Cow Creek ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Groover Creek ' (1) ·
'Lake Dias Creek ' (1) ·
'Little Tomoka River ' (1) ·
'Misner Creek ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Samsula Canal ' (1) ·
'Timothy's Ditch ' (1) ·
'Trib to Groover Creek ' (1) ·
'Turnbull Creek ' (1)
'10th Street ' (1) ·
'8th Street ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Bellevue Ave ' (1) ·
'CR-3 ' (1) ·
'Driveway Ent. Exit' (1) ·
'Fort Florida Road ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jungle Road ' (1) ·
'Madeline Avenue ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'Williamson Blvd ' (1) ·
'Woodcliff Drive ' (1)
790017 (1) ·
790039 (1) ·
790061 (1) ·
790094 (1) ·
790116 (1) ·
790119 (1) ·
790136 (1) ·
790164 (1) ·
790165 (1) ·
790168 (1) ·
790169 (1) ·
790177 (1) ·
790178 (1) ·
790179 (1) ·
790180 (1) ·
790181 (1) ·
790182 (1) ·
790183 (1) ·
790184 (1) ·
790199 (1) ·
790214 (1) ·
790215 (1) ·
790216 (1) ·
790245 (1) ·
790246 (1) ·
790249 (1) ·
794072 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
794080 (1) ·
794081 (1) ·
794082 (1) ·
794096 (1) ·
794188 (1) ·
794194 (1) ·
795001 (1) ·
795587 (1)
'0.1 mi East of Linda Road' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.2mi. S of Williamson Rd' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'40ft. E. of SR-5A ' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-5A over Nova Canal ' (1)
28483130 (1) ·
28504313 (1) ·
28504314 (1) ·
28512260 (1) ·
28512261 (1) ·
28554328 (1) ·
29004196 (1) ·
29010069 (1) ·
29013410 (1) ·
29013540 (1) ·
29013630 (1) ·
29044616 (1) ·
29065637 (1) ·
29071446 (1) ·
29071499 (1) ·
29082970 (1) ·
29091610 (1) ·
29093945 (1) ·
29094220 (1) ·
29100039 (1) ·
29101368 (1) ·
29102421 (1) ·
29103958 (1) ·
29104333 (1) ·
29104539 (1) ·
29110190 (1) ·
29112242 (1) ·
29125374 (1) ·
29131903 (1) ·
29132818 (1) ·
29134537 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1) ·
29152450 (1) ·
29163799 (1) ·
29164002 (1) ·
29174390 (1) ·
29174587 (1)
80521532 (1) ·
80562450 (1) ·
80571308 (1) ·
80572087 (1) ·
80591557 (1) ·
81011090 (1) ·
81012273 (1) ·
81013312 (1) ·
81013879 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81014689 (1) ·
81015422 (1) ·
81022968 (1) ·
81024200 (1) ·
81024443 (1) ·
81025860 (1) ·
81030833 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81044651 (1) ·
81051670 (1) ·
81052755 (1) ·
81074440 (1) ·
81074630 (1) ·
81074819 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1) ·
81175630 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1) ·
81194815 (1) ·
81232464 (1)
1082 (1) ·
1139 (1) ·
13250 (1) ·
13500 (1) ·
14168 (1) ·
1601 (1) ·
16340 (1) ·
17800 (1) ·
19300 (1) ·
19500 (1) ·
20000 (1) ·
2300 (1) ·
24750 (1) ·
25500 (1) ·
26500 (1) ·
29500 (1) ·
32000 (1) ·
33000 (1) ·
3400 (1) ·
3600 (1) ·
401 (1) ·
550 (1) ·
6900 (1) ·
716 (1) ·
769 (1) ·
9089 (1) ·
9229 (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)
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)
10998 (1) ·
11167 (1) ·
11972 (1) ·
1309 (1) ·
1378 (1) ·
1379 (1) ·
17143 (1) ·
1922 (1) ·
22989 (1) ·
23422 (1) ·
28350 (1) ·
30883 (1) ·
33486 (1) ·
33832 (1) ·
34700 (1) ·
3991 (1) ·
42941 (1) ·
44243 (1) ·
45978 (1) ·
485 (1) ·
51182 (1) ·
55520 (1) ·
57255 (1) ·
5899 (1) ·
6246 (1) ·
866 (1) ·
930 (1) ·
931 (1) ·
954 (1)
Showing below up to 39 results in range #1 to #39.
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