Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12115 (1) ·
12230 (1) ·
12246 (1) ·
12253 (1) ·
13682 (1) ·
13726 (1) ·
13729 (1) ·
13741 (1) ·
13752 (1) ·
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16030 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
'Conners Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'IWW Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 91 TPK ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
'US-17/92 ' (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. CAMINO REAL ' (1) ·
'Girard Blvd. ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-472 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'US-1 ' (1)
Number 008:
700006 (1) ·
700183 (1) ·
700203 (1) ·
704016 (1) ·
790055 (1) ·
790147 (1) ·
790150 (1) ·
790172 (1) ·
790920 (1) ·
880018 (1) ·
880019 (1) ·
880020 (1) ·
880049 (1) ·
880051 (1) ·
880063 (1) ·
880077 (1) ·
884015 (1) ·
884016 (1) ·
884019 (1) ·
884020 (1) ·
884022 (1) ·
884023 (1) ·
884024 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
890082 (1) ·
890085 (1) ·
890107 (1) ·
930235 (1) ·
930334 (1) ·
934408 (1) ·
935206 (1) ·
937702 (1) ·
940030 (1) ·
940050 (1)
Location 009:
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Turkey Creek ' (1)
Latitude 016:
26201913 (1) ·
26202200 (1) ·
26371314 (1) ·
26450312 (1) ·
26450626 (1) ·
27033219 (1) ·
27035280 (1) ·
27102733 (1) ·
27222822 (1) ·
27224710 (1) ·
27360945 (1) ·
27363418 (1) ·
27363468 (1) ·
27363565 (1) ·
27370119 (1) ·
27375640 (1) ·
27390014 (1) ·
27391331 (1) ·
27392653 (1) ·
27403887 (1) ·
27412374 (1) ·
27424275 (1) ·
27431010 (1) ·
27431016 (1) ·
27445555 (1) ·
27452066 (1) ·
27481770 (1) ·
28015978 (1) ·
28043878 (1) ·
28081497 (1) ·
28233806 (1) ·
28582691 (1) ·
29015737 (1) ·
29021928 (1) ·
29083964 (1) ·
29143956 (1)
Longitude 017:
80043770 (1) ·
80044331 (1) ·
80060914 (1) ·
80072029 (1) ·
80080366 (1) ·
80101893 (1) ·
80142789 (1) ·
80184796 (1) ·
80221680 (1) ·
80230229 (1) ·
80252909 (1) ·
80265381 (1) ·
80274465 (1) ·
80274529 (1) ·
80284193 (1) ·
80284675 (1) ·
80284706 (1) ·
80284807 (1) ·
80285095 (1) ·
80294169 (1) ·
80294317 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1) ·
80301990 (1) ·
80304500 (1) ·
80304583 (1) ·
80344732 (1) ·
80360766 (1) ·
80360835 (1) ·
80401219 (1) ·
80542264 (1) ·
80545970 (1) ·
80590233 (1) ·
81133337 (1) ·
81175636 (1)
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
10200 (1) ·
10502 (1) ·
13300 (1) ·
134 (1) ·
13888 (1) ·
15800 (1) ·
1650 (1) ·
19400 (1) ·
2300 (1) ·
24000 (1) ·
260 (1) ·
26500 (1) ·
280 (1) ·
300 (1) ·
30500 (1) ·
35500 (1) ·
3600 (1) ·
36000 (1) ·
400 (1) ·
44400 (1) ·
46600 (1) ·
5500 (1) ·
600 (1) ·
607 (1) ·
6363 (1) ·
68700 (1) ·
6900 (1) ·
7400 (1) ·
800 (1) ·
8250 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 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) ·
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)
Future 114:
1041 (1) ·
119194 (1) ·
11972 (1) ·
12 (1) ·
12839 (1) ·
1388 (1) ·
14314 (1) ·
17360 (1) ·
17697 (1) ·
18221 (1) ·
1980 (1) ·
23076 (1) ·
232 (1) ·
27413 (1) ·
325 (1) ·
33659 (1) ·
350 (1) ·
3990 (1) ·
3991 (1) ·
41640 (1) ·
4320 (1) ·
45978 (1) ·
500 (1) ·
52918 (1) ·
61592 (1) ·
62460 (1) ·
694 (1) ·
704 (1) ·
7636 (1) ·
77034 (1) ·
80851 (1) ·
9543 (1) ·
9625 (1)
Clearance 116:
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