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Etna Extreme - 100 km del vulcano 2023, course map and altimetry

Etna Extreme - 100 km del vulcano 2023: route, altimetry, gpx

Note: "Etna Extreme - 100 km del vulcano 2023" is NOT organized by goandrace.com

Etna Extreme - 100 km del vulcano 2023 course map. Lenght: 100 km (62.2 mi).

100 km (62.2 mi) course map of the event "Etna Extreme - 100 km del vulcano 2023" in Bronte, in the Province of Catania (Sunday, September 3, 2023). Explore the route!

Do you want to fly over the path with a Google Earth 3D video? Click on the following link: Etna Extreme - 100 km del vulcano 2023, fly over the path (3D video).

GPS track - .gpx file download

Download the gps race path by clicking here. You can send the .gpx file to your Garmin watch or other compatible device and follow the path. For instructions on how to upload the GPX file onto your Garmin watch click here.

 .gpx file download

NB: it is possible that the length calculated from the gpx file is greater than that of the race, with an error typically of 1-2%, so for example a half-marathon could be 2-300 meters longer.

Click the following link to visit the Etna Extreme - 100 km del vulcano 2023 event page.

Etna Extreme - 100 km del vulcano 2023: route altimetric information


Etna Extreme - 100 km del vulcano 2023: GNR-GAP index (v 1.0, experimental, see more)

Etna Extreme - 100 km del vulcano 2023: interactive route

You can set the km (or mile) markers and you can select different types of layers (Satellite or Openstreetmap).

Etna Extreme - 100 km del vulcano 2023: altimetry graph

Etna Extreme - 100 km del vulcano 2023: slope graph

Etna Extreme - 100 km del vulcano 2023: percentage distribution of slope

Etna Extreme - 100 km del vulcano 2023: Km by km route altimetry analysis

Lap Start Alt. End Alt. Diff. Alt. Aver. Slope Min Alt. Max Alt. Tot Climb Tot Descent
KM 0-1 778 851 +73 +7.3% 778 851 73 0
KM 1-2 851 921 +70 +7.0% 851 921 70 0
KM 2-3 921 983 +62 +6.2% 919 981 62 0
KM 3-4 983 986 +3 +0.3% 979 991 16 13
KM 4-5 986 1012 +26 +2.6% 990 1009 26 0
KM 5-6 1012 1023 +11 +1.1% 1012 1028 18 7
KM 6-7 1023 1037 +14 +1.4% 1017 1030 19 5
KM 7-8 1037 1025 -12 -1.2% 1027 1043 6 18
KM 8-9 1025 1002 -23 -2.3% 1003 1023 0 23
KM 9-10 1002 971 -31 -3.1% 990 1005 1 32
KM 10-11 971 934 -37 -3.7% 931 970 0 37
KM 11-12 934 901 -33 -3.3% 902 934 0 33
KM 12-13 901 887 -14 -1.4% 876 901 11 25
KM 13-14 887 872 -15 -1.5% 870 889 4 19
KM 14-15 872 887 +15 +1.5% 871 896 21 6
KM 15-16 887 907 +20 +2.0% 887 907 24 4
KM 16-17 907 907 0 0% 905 911 9 9
KM 17-18 907 913 +6 +0.6% 904 918 17 11
KM 18-19 913 924 +11 +1.1% 909 936 23 12
KM 19-20 924 949 +25 +2.5% 927 948 25 0
KM 20-21 949 948 -1 -0.1% 950 957 8 9
KM 21-22 948 918 -30 -3.0% 911 948 7 37
KM 22-23 918 890 -27 -2.7% 891 924 8 36
KM 23-24 890 861 -29 -2.9% 866 889 4 33
KM 24-25 861 849 -12 -1.2% 846 859 3 15
KM 25-26 849 859 +10 +1.0% 841 859 17 7
KM 26-27 859 874 +15 +1.5% 862 884 25 10
KM 27-28 874 860 -14 -1.4% 862 874 10 24
KM 28-29 860 821 -39 -3.9% 826 855 0 39
KM 29-30 821 748 -73 -7.3% 748 820 0 73
KM 30-31 748 680 -68 -6.8% 689 745 0 68
KM 31-32 680 615 -65 -6.5% 617 678 0 65
KM 32-33 615 572 -43 -4.3% 573 611 0 43
KM 33-34 572 543 -29 -2.9% 535 572 5 34
KM 34-35 543 576 +33 +3.3% 533 577 43 10
KM 35-36 576 597 +21 +2.1% 572 596 21 0
KM 36-37 597 655 +58 +5.8% 600 657 60 2
KM 37-38 655 719 +64 +6.4% 653 717 64 0
KM 38-39 719 757 +38 +3.8% 727 757 38 0
KM 39-40 757 824 +67 +6.7% 757 822 67 0
KM 40-41 824 828 +4 +0.4% 824 834 16 12
KM 41-42 828 863 +35 +3.5% 827 864 36 1
KM 42-43 863 869 +7 +0.7% 863 878 16 9
KM 43-44 869 888 +18 +1.8% 869 890 22 3
KM 44-45 888 880 -8 -0.8% 865 883 15 23
KM 45-46 880 885 +5 +0.5% 879 891 8 3
KM 46-47 885 851 -34 -3.4% 855 883 0 34
KM 47-48 851 825 -26 -2.6% 824 849 1 27
KM 48-49 825 780 -45 -4.5% 785 825 0 45
KM 49-50 780 713 -67 -6.7% 712 778 0 67
KM 50-51 713 653 -60 -6.0% 652 714 1 61
KM 51-52 653 593 -60 -6.0% 595 658 8 68
KM 52-53 593 598 +5 +0.5% 570 590 27 22
KM 53-54 598 593 -5 -0.5% 582 605 16 21
KM 54-55 593 694 +101 +10.1% 593 693 101 0
KM 55-56 694 787 +92 +9.2% 695 786 92 0
KM 56-57 787 856 +69 +6.9% 789 858 69 0
KM 57-58 856 934 +78 +7.8% 856 936 78 0
KM 58-59 934 1009 +76 +7.6% 928 1006 76 0
KM 59-60 1009 1082 +73 +7.3% 1011 1078 73 0
KM 60-61 1082 1142 +60 +6.0% 1083 1142 62 2
KM 61-62 1142 1214 +72 +7.2% 1141 1213 72 0
KM 62-63 1214 1298 +84 +8.4% 1219 1296 84 0
KM 63-64 1298 1362 +64 +6.4% 1301 1362 66 2
KM 64-65 1362 1426 +64 +6.4% 1364 1425 64 0
KM 65-66 1426 1497 +70 +7.0% 1430 1492 70 0
KM 66-67 1497 1575 +79 +7.9% 1499 1577 79 0
KM 67-68 1575 1665 +90 +9.0% 1575 1665 90 0
KM 68-69 1665 1745 +80 +8.0% 1666 1748 83 3
KM 69-70 1745 1833 +88 +8.8% 1744 1833 88 0
KM 70-71 1833 1900 +67 +6.7% 1835 1900 67 0
KM 71-72 1900 1907 +7 +0.7% 1894 1913 19 12
KM 72-73 1907 1845 -62 -6.2% 1845 1907 0 62
KM 73-74 1845 1781 -63 -6.3% 1787 1816 0 63
KM 74-75 1781 1719 -62 -6.2% 1722 1777 0 62
KM 75-76 1719 1687 -32 -3.2% 1688 1714 5 37
KM 76-77 1687 1617 -70 -7.0% 1617 1679 0 70
KM 77-78 1617 1548 -70 -7.0% 1549 1616 0 70
KM 78-79 1548 1476 -72 -7.2% 1477 1547 0 72
KM 79-80 1476 1379 -97 -9.7% 1379 1473 0 97
KM 80-81 1379 1353 -26 -2.6% 1353 1389 25 51
KM 81-82 1353 1266 -86 -8.6% 1268 1348 0 86
KM 82-83 1266 1241 -25 -2.5% 1236 1259 10 35
KM 83-84 1241 1275 +34 +3.4% 1235 1275 38 4
KM 84-85 1275 1265 -10 -1.0% 1262 1286 11 21
KM 85-86 1265 1305 +40 +4.0% 1265 1304 40 0
KM 86-87 1305 1374 +69 +6.9% 1309 1375 69 0
KM 87-88 1374 1341 -33 -3.3% 1320 1376 20 53
KM 88-89 1341 1342 +1 +0.1% 1334 1356 21 20
KM 89-90 1342 1286 -56 -5.6% 1288 1341 0 56
KM 90-91 1286 1277 -9 -0.9% 1264 1284 22 31
KM 91-92 1277 1212 -65 -6.5% 1213 1275 0 65
KM 92-93 1212 1163 -49 -4.9% 1163 1211 0 49
KM 93-94 1163 1087 -76 -7.6% 1098 1163 0 76
KM 94-95 1087 999 -88 -8.8% 1006 1082 0 88
KM 95-96 999 967 -32 -3.2% 967 996 0 32
KM 96-97 967 937 -30 -3.0% 939 967 2 32
KM 97-98 937 888 -49 -4.9% 889 936 0 49
KM 98-99 888 855 -32 -3.2% 858 886 1 33
KM 99-100 855 783 -72 -7.2% 785 840 0 72

GNR-GAP index - Go&Race Algorithm Estimate

Based on the elevation profile analysis, running on this course is estimated to result in a pace that is 12.6% slower.


For example, a runner who maintains a pace of 5'00"/km (8'03"/mi) on a flat 100 km course, corresponding to a finish time of 8h20'00", is estimated to complete this course in 9h23'12". The recalculated average pace (GAP) improves to 5'38"/km (9'04"/mi), making it 0'38"/km (1'01"/mi) slower.


The following graph illustrates the Pace Adjustment (PA) factor applied to the pace along the course. The horizontal red line represents a PA of 1, meaning no pace adjustment. Above the line, the pace is slower; below the line, it is faster. The table below also provides estimates for other pace ranges.



Predict your race or analyze your performance!

This following table shows simulations for paces between 3 and 8'/km.


RACE PREDICTION
To estimate a possible race time, use the "Pace" or "Time without slopes" column, which are valid for a flat course.
For example, if you think you can cover this distance on a flat course at a pace of 4'40"/km (or 7'31"/mi), i.e. in a time of 7h46'40", the estimate is to complete this course in 8h45'39", corresponding to a pace of 5'15"/km (or 8'28"/mi).

PERFORMANCE ANALYSIS
If you have run this race, use the table to estimate the equivalent time on a flat course. Check the "GAP" column and find the value closest to your pace, or compare the "Time with slopes" column with your time: on the same row you will find the pace and the equivalent time on a flat course in the "Pace" and "Time without slopes" columns.
For example, a time of 8h26'53" (pace of 5'04"/km or 8'09"/mi) corresponds to a time of 7h30'00" on a flat course (pace of 4'30"/km or 7'15"/mi).

Pace (min/km) Pace (min/mile) Time without slopes (hh:mm:ss) Time with slopes (hh:mm:ss) GAP (min/km) Δ Pace (min/km) GAP (min/mile) Δ Pace (min/mile)
3'00"4'50"5h00'00"5h37'55"3'23"0'23"5'26"0'37"
3'10"5'06"5h16'40"5h56'41"3'34"0'24"5'44"0'39"
3'20"5'22"5h33'20"6h15'28"3'45"0'25"6'03"0'41"
3'30"5'38"5h50'00"6h34'14"3'57"0'27"6'21"0'43"
3'40"5'54"6h06'40"6h53'01"4'08"0'28"6'39"0'45"
3'50"6'10"6h23'20"7h11'47"4'19"0'29"6'57"0'47"
4'00"6'26"6h40'00"7h30'34"4'30"0'30"7'15"0'49"
4'10"6'42"6h56'40"7h49'20"4'42"0'32"7'33"0'51"
4'20"6'58"7h13'20"8h08'06"4'53"0'33"7'51"0'53"
4'30"7'15"7h30'00"8h26'53"5'04"0'34"8'09"0'55"
4'40"7'31"7h46'40"8h45'39"5'15"0'35"8'28"0'57"
4'50"7'47"8h03'20"9h04'26"5'27"0'37"8'46"0'59"
5'00"8'03"8h20'00"9h23'12"5'38"0'38"9'04"1'01"
5'10"8'19"8h36'40"9h41'58"5'49"0'39"9'22"1'03"
5'20"8'35"8h53'20"10h00'45"6'00"0'40"9'40"1'05"
5'30"8'51"9h10'00"10h19'31"6'12"0'42"9'58"1'07"
5'40"9'07"9h26'40"10h38'18"6'23"0'43"10'16"1'09"
5'50"9'23"9h43'20"10h57'04"6'34"0'44"10'34"1'11"
6'00"9'39"10h00'00"11h15'51"6'46"0'46"10'53"1'13"
6'10"9'55"10h16'40"11h34'37"6'57"0'47"11'11"1'15"
6'20"10'12"10h33'20"11h53'23"7'08"0'48"11'29"1'17"
6'30"10'28"10h50'00"12h12'10"7'19"0'49"11'47"1'19"
6'40"10'44"11h06'40"12h30'56"7'31"0'51"12'05"1'21"
6'50"10'60"11h23'20"12h49'43"7'42"0'52"12'23"1'23"
7'00"11'16"11h40'00"13h08'29"7'53"0'53"12'41"1'25"
7'10"11'32"11h56'40"13h27'15"8'04"0'54"12'59"1'27"
7'20"11'48"12h13'20"13h46'02"8'16"0'56"13'18"1'30"
7'30"12'04"12h30'00"14h04'48"8'27"0'57"13'36"1'32"
7'40"12'20"12h46'40"14h23'35"8'38"0'58"13'54"1'34"
7'50"12'36"13h03'20"14h42'21"8'49"0'59"14'12"1'36"
8'00"12'52"13h20'00"15h01'08"9'01"1'01"14'30"1'38"

Notes on the calculation of the length of the route, on the altimetry and on the slope

Note 1: the length of the route is calculated using the geographic coordinates of the points that compose it, thanks to a specific formula. This value may differ slightly from the official length declared by the organizers of the race, which is valid in case of discrepancies.
Note 2: the altimetry may not correspond exactly to the real values. For routes obtained via Google API, it is possible that the altitude is that of the terrain, without considering the presence of any tunnels or viaducts. If, however, the route was obtained from GPS tracking (for example with sports watches), the error is arbitrary and may depend both on the GPS coverage at the time it was recorded and on the performance of the device used.
Note 3: the percentage slope is found by calculating considering sections of at least 50 meters and is subsequently subjected to a "smoothing" process to reduce the possibility of artifacts and obtain a more realistic trend. For classification purposes, roads with gradients between -3% and +3% are considered flat, those with gradients between +3% and +7% are uphill, and those with gradients greater than +7% are considered steep. The same classification applies to descents. This classification is to be considered arbitrary and is a choice of goandrace.com.