Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
15209 (1) ·
15210 (1) ·
15211 (1) ·
15212 (1) ·
15213 (1) ·
15214 (1) ·
15215 (1) ·
15216 (1) ·
15217 (1) ·
15219 (1) ·
15220 (1) ·
15606 (1) ·
15608 (1) ·
15628 (1) ·
15630 (1) ·
15632 (1) ·
15671 (1) ·
15744 (1) ·
16036 (1) ·
16037 (1) ·
16038 (1) ·
16044 (1) ·
16064 (1) ·
16067 (1) ·
16096 (1) ·
19219 (1) ·
19367 (1) ·
19539 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (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 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890079 (1) ·
890082 (1) ·
890084 (1) ·
890085 (1) ·
930146 (1) ·
930159 (1) ·
930223 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930333 (1) ·
930447 (1) ·
940061 (1) ·
940064 (1) ·
940065 (1) ·
940066 (1) ·
940072 (1) ·
940106 (1) ·
940110 (1) ·
941000 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (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) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'AT BOCA RATON INTERCHANGE' (1)
Latitude 016:
26222497 (1) ·
26360866 (1) ·
26401030 (1) ·
26450626 (1) ·
26474455 (1) ·
26490899 (1) ·
26554196 (1) ·
26571548 (1) ·
26581931 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27033219 (1) ·
27041173 (1) ·
27043856 (1) ·
27091847 (1) ·
27102733 (1) ·
27113920 (1) ·
27133752 (1) ·
27201626 (1) ·
27204218 (1) ·
27240944 (1) ·
27250685 (1) ·
27253205 (1) ·
27271813 (1) ·
27300073 (1)
Longitude 017:
80075078 (1) ·
80075399 (1) ·
80080366 (1) ·
80090356 (1) ·
80095581 (1) ·
80100849 (1) ·
80102169 (1) ·
80102470 (1) ·
80104223 (1) ·
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80142789 (1) ·
80144523 (1) ·
80145730 (1) ·
80180137 (1) ·
80184796 (1) ·
80193471 (1) ·
80202976 (1) ·
80222725 (1) ·
80222735 (1) ·
80235220 (1) ·
80242270 (1) ·
80244387 (1) ·
80254672 (1) ·
80344892 (1)
Owner 022:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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 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)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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)
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 not over waterway. (1)
Future 114:
103753 (1) ·
119194 (1) ·
133595 (1) ·
136198 (1) ·
18218 (1) ·
59413 (1) ·
69920 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
84378 (1)
Clearance 116:
Showing below up to 28 results in range #1 to #28.
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