Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
12224 (1) ·
13726 (1) ·
13796 (1) ·
13797 (1) ·
15143 (1) ·
15176 (1) ·
15209 (1) ·
15210 (1) ·
15211 (1) ·
15212 (1) ·
15213 (1) ·
15214 (1) ·
15215 (1) ·
15217 (1) ·
15218 (1) ·
15219 (1) ·
15220 (1) ·
15599 (1) ·
15606 (1) ·
15628 (1) ·
15630 (1) ·
15672 (1) ·
15977 (1) ·
16029 (1) ·
16036 (1) ·
16048 (1) ·
16062 (1) ·
16063 (1) ·
16064 (1) ·
16067 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Halifax River ' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (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 147.7' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 TPK 134.1 ' (1) ·
'US-192 ' (1) ·
'Volco Road ' (1)
Number 008:
700172 (1) ·
790147 (1) ·
794131 (1) ·
794133 (1) ·
880052 (1) ·
884055 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890078 (1) ·
890082 (1) ·
890083 (1) ·
890084 (1) ·
890085 (1) ·
930098 (1) ·
930146 (1) ·
930223 (1) ·
930235 (1) ·
930334 (1) ·
937005 (1) ·
940049 (1) ·
940064 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940110 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'A1A-Port Orange Relief ' (1) ·
'LAKE WORTH INTERCHANGE ' (1)
Latitude 016:
26360866 (1) ·
26371314 (1) ·
26403240 (1) ·
26450626 (1) ·
26490899 (1) ·
26501040 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27033219 (1) ·
27043856 (1) ·
27091847 (1) ·
27102733 (1) ·
27113920 (1) ·
27121998 (1) ·
27154481 (1) ·
27154501 (1) ·
27173677 (1) ·
27173720 (1) ·
27201626 (1) ·
27250685 (1) ·
27253205 (1) ·
27413662 (1) ·
27451178 (1) ·
28045218 (1) ·
28543436 (1) ·
28544228 (1) ·
29083964 (1)
Longitude 017:
80022719 (1) ·
80071574 (1) ·
80075078 (1) ·
80080366 (1) ·
80101893 (1) ·
80102470 (1) ·
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80142789 (1) ·
80145730 (1) ·
80180137 (1) ·
80184796 (1) ·
80193471 (1) ·
80195431 (1) ·
80210806 (1) ·
80210855 (1) ·
80221024 (1) ·
80221116 (1) ·
80222735 (1) ·
80242270 (1) ·
80244387 (1) ·
80254429 (1) ·
80264603 (1) ·
80355880 (1) ·
80543046 (1) ·
80544759 (1) ·
80590233 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062:
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)
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 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 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:
Clearance 116:
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