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:
15667 (1) ·
15765 (1) ·
15770 (1) ·
15869 (1) ·
15944 (1) ·
16068 (1) ·
16069 (1) ·
17864 (1) ·
17865 (1) ·
17897 (1) ·
18733 (1) ·
18738 (1) ·
18739 (1) ·
18771 (1) ·
19232 (1) ·
19389 (1) ·
19396 (1) ·
19402 (1) ·
19403 (1) ·
19459 (1) ·
19460 (1) ·
19481 (1) ·
19500 (1) ·
19523 (1) ·
19524 (1) ·
19527 (1) ·
19542 (1) ·
19557 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'Canal C-51 ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Goat Creek ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'L-5 Canal ' (1) ·
'Lake Gertie ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Moore's Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'Belvede to NB I-95' (1) ·
'CR-92 EB ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'Linton Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'N 13th Street ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SW 18TH ST ' (1) ·
'Valkaria Road ' (1) ·
'WB SR 786 ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
700208 (1) ·
704095 (1) ·
790191 (1) ·
790197 (1) ·
790198 (1) ·
794186 (1) ·
891000 (1) ·
930322 (1) ·
930478 (1) ·
930485 (1) ·
930491 (1) ·
930492 (1) ·
930802 (1) ·
930803 (1) ·
934125 (1) ·
934135 (1) ·
934162 (1) ·
934364 (1) ·
934487 (1) ·
934986 (1) ·
934989 (1) ·
935218 (1) ·
935920 (1) ·
940111 (1) ·
940112 (1) ·
940152 (1) ·
945009 (1)
Location 009:
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-95 over Midway Road ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'North of Belvedere Rd ' (1) ·
'South Side of US-98 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26194915 (1) ·
26200070 (1) ·
26200200 (1) ·
26262244 (1) ·
26262317 (1) ·
26304669 (1) ·
26331032 (1) ·
26370900 (1) ·
26404904 (1) ·
26405072 (1) ·
26413700 (1) ·
26475245 (1) ·
26503600 (1) ·
26503900 (1) ·
26524856 (1) ·
26561862 (1) ·
27070395 (1) ·
27222697 (1) ·
27222932 (1) ·
27265100 (1) ·
27270318 (1) ·
27571293 (1) ·
28100028 (1) ·
28212680 (1) ·
28485599 (1) ·
28500676 (1) ·
28531327 (1) ·
29031634 (1)
Longitude 017:
80035475 (1) ·
80040300 (1) ·
80040933 (1) ·
80042000 (1) ·
80043160 (1) ·
80045781 (1) ·
80054200 (1) ·
80054600 (1) ·
80054858 (1) ·
80055081 (1) ·
80055517 (1) ·
80075125 (1) ·
80075312 (1) ·
80134871 (1) ·
80162916 (1) ·
80201436 (1) ·
80222800 (1) ·
80243196 (1) ·
80243677 (1) ·
80324800 (1) ·
80342637 (1) ·
80380610 (1) ·
80384071 (1) ·
80393654 (1) ·
81112589 (1) ·
81164575 (1) ·
81184077 (1) ·
81190878 (1)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Showing below up to 28 results in range #1 to #28.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
