International Water Ski Federation 1997 Edition Homologation Dossier Name of competition: Cafe de Colombia Tour #5 Date: July 12-13, 1997 Venue: Hartford Connecticut--Batterson Pond Park Organizing Country: USA Type of competition (use X) (X ) International Calendar ( ) International Non-calendar ( ) National Were cash prizes or merchandise awarded (Yes/No) ( YES ) Homologator's and Chief Judge recommendation to Tournament Council (Fill in R-Record, L-Standing List, N-Not list capable) Event Round 1 Round 2 Round 3 Round 4 Slalom ( N) (N ) (N ) ( ) Tricks ( NA) ( ) ( ) ( ) Jump ( R) ( R) ( ) ( ) OBLIGATORY COMPOSITION OF DOSSIER: 1 copy of this document 1 copy of the Homologation Notice (appended at end) 1 copy of a complete list of officials with their ratings 1 copy of Chief Judges' report on protests (if any) 3 copies of full results (for paper submission where required) 1 copy of full results via email 1 copy of all start lists (for paper submission where required) HOMOLOGATOR'S CHECKLIST If checked and all according to rules put OK in brackets. If checked and any variation to the rules put an X in the brackets and explain in "Remarks" section on last page. Not applicable is NA. 1. Boats and equipment (W 10.01) (OK ) 2. Speed Control (W 10.07) ( OK ) slalom ( OK ) tricks (NA ) jump (X ) --NOT USED 3. Arrangement for checking skis (W 10.03) (OK ) 4. Measure lines and handles (W 10.04) ( OK ) slalom (OK ) jump (OK ) handles (OK ) 5. Arrangement for checking of skier supplied handles (W 10.06) ( OK ) 6. Timing devices (W 11.03) (OK ) 7. Homologation notice posted before start (OK ) 8. Automatic timing-jump (OK ) 9. Jump distance indication (W 13.11) (OK ) 10.Video Jump Distance measurement (W 13.11)(OK ) Backup - video tape ( OK ) or standard meters ( OK )--BOTH 11.Automatic timing-slalom (OK ) 12.Position and height of slalom towers (X )--NO WATERSIDE TOWER (W 14.05 and W diagram 6) 13.Slalom buoys (W 14.06) (OK ) 14.VHS video slalom endcourse (W 14.17) (OK ) 15.Trick course checked (W diagram 3) (NA ) 16.Position and height of trick towers ( NA ) (W 15.11) 17.Semi-automatic timing-20sec (W 15.12) (NA ) with automatic median start ( NA ) 18.VHS video tricks (W15.15) ( NA ) 19.10,000 points review judge (W 15.15) ( NA ) SLALOM COURSE (indicate which type with Yes) Four lines floating course ( ) Single anchor buoys ( YES ) Attach survey document in plain monospaced text at the end after the Homologation Notice Note angular units here: DEGREES. Sl course was surveyed, and was OK JUMP COURSE Attach survey document in plain monospaced text at the end after the Homologation Notice Note angular units here: DEGREES JUMP MEASUREMENT SETUP VIDEO JUMP Attach survey of buoys (if used) at the end after the Homologation Notice Attach spreadsheet printout for each camera position at the end after the Homologation Notice NON-VIDEO JUMP Automatic meter system used (Yes/No) ( NO ) Protractor reading units (Degrees/Grades) ( DEG )--MANUAL 3STATION ONE METER METER SETUP--SEE SURVEY FILES D SET UP SIGHTINGS--SEE SURVEY FILES Jump system survey results (X-Y coordinates)--SEE SURVEY FILES Attach the computer printout file at the end after the Homologation Notice Computer program checked against (OK/X) "Computer Benchmark for Computed Distances" ( OK )--WSTIMS JUMP RAMP Width at top (W 13.02a) 4.26 m Width at bottom 4.26 m Top edge to 6.4m line left side (W 13.02b,h) 6.40 m Top edge to 6.4m line right side (W 13.02b.h) 6.40 m Top edge to 6.7m line left side (W 13.02b,h) 6.70 m Top edge to 6.7m line right side (W 13.02b.h) 6.70 m Length underwater from 6.7m line (W 13.02c) .61 m Maximum Deviation from plane (W 13.02f) 1.5 cm Concavity (OK/X) Apron under water (W 13.02g) ( X )--ONLY ABOUT 10CM Apron full length (W 13.02g) (OK ) Sighting line (W 13.02i) (OK ) Secure anchoring (W 13.02i) ( OK ) METER STATIONS--USED FOR BACKUP ONLY--VIDEO IS PRIMARY Stability and horizontal level ( OK ) Protractors on same vertical line ( X )--ONE LEVEL ONLY Protractor graduations (max 0.2 degrees) ( OK ) Diameter of protractors (min 0.50 m) ( OK ) Accuracy of sighting arms (OK ) Apron Angle (W 13.02k) jump height 1.82 m (a) length of edge of apron from top corner to water 2.33 m (b) ratio of A/B .78 (OK ) minimum 0.883 maximum 0.643 RAMP SETTING--SEE "TECHDATA" FILE Right Side Left Side Setting Height Length Ratio Height Length Ratio 1.50 1.65 1.80 Sample jumps (If possible attach computer file)--VIDEO WAS USED AS PRIMARY HOMOLOGATOR'S REMARKS Give details of any variations of IWSF rules. List any alterations to the course, etc. duringthe competition. List any malfunction of equipment. Give any further information which might affect the Tournament Council's assement of the homologation. Because of lack of officials, slalom was run as a Class C AWSA event. Everything else about the event was well-done, including the course accuracy, speed control, etc.--except that Tour management decided not to put in a waterside slalom tower since the event couldn't qualify as a R or L event. With the inventor present (Guy Haggard), we had no problems with the speed control in slalom. Homologator: Ed Brazil, 630 Elm St., Laconia, NH 03246 (name and address) Chief Judge: Nikki Lee c/o Bennets Ski School, Zachary, LA (name and address) Attached data files go here--files to be E-Mailed separately SLALOM COURSE SURVEY JUMP COURSE SURVEY METER TABLE SURVEY VIDEO JUMP BUOY SURVEY VIDEO JUMP CAMERA PLACEMENT SPREADSHEET (1 per camera) JUMP SETUP PRINTOUT SAMPLE JUMP PRINT OUT End of Document JUMP COURSE SURVEY -- 1 PT VERSION NOTE: USE METRIC DIMENSIONS SITE NAME: HARTFORD.97 SURVEY DAY: THU 10JUL97 **KEY NOTE: USE HORIZONTAL DISTANCE FOR RAMP & TOPLINE ---FINDING NOTES--- MASTER PT: OLD PIN ANGLE REF: 80==POLE VERT HEIGHT= 1.70 METERS ******SURVEY DATA TAKEN***** EDM ANGLES READ DEGREES *CALC COORDINATES* ITEM DISTANCE DEG MIN SEC DECIMAL XCOORD YCOORD *****GA TOPLINE 8.680 180 0 0 180.0000 8.680 0.000 GATE 15RO 110.490 34 58 40 34.9778 -90.522 63.332 RIDEOUT 19RO 112.800 36 39 34 36.6594 -90.478 67.340 ENDTIME 15ET 75.110 56 21 33 56.3592 -41.599 62.515 MIDTIME 19ET 78.380 58 2 23 58.0397 -41.479 66.483 STARTIME 15MT 61.810 89 29 7 89.4853 -0.555 61.784 19MT 65.760 89 34 20 89.5722 -0.491 65.736 15ST 101.460 143 28 43 143.4786 81.525 60.373 19ST 103.900 141 43 0 141.7167 81.546 64.363 RAMP 47.466 101 8 5 101.1347 9.166 46.572 SUMS: 150M 165.140 164 32 51 164.5475 159.162 43.997 CALCULA 180M 194.070 167 4 1 167.0669 189.140 43.434 K1: CALCULA Q1: CALCULA X R/O: COURSE TRIGONO TRIGONO TE CENTERS***** **STATISTICAL CALCS** TRANSFORMED COORDS IDEAL XGATE YGATE X^2'S XY'S ITEM XTRANS YTRANS XIDEAL -90.500 65.336 8190.221 -5912.910 15RO 0.013 -2.003 0 -41.539 64.499 1725.504 -2679.240 19RO -0.013 2.006 0 -0.523 63.760 0.273 -33.342 15ET 48.942 -1.974 49 81.536 62.368 6648.071 5085.194 19ET 48.993 1.996 49 15MT 89.993 -1.995 90 19MT 89.989 1.957 90 15ST 172.085 -1.988 172 19ST 172.037 2.002 172 -51.0263 255.9631 16564.0694 -3540.2989 RAMP 99.976 -17.037 100 TION OF BEST LINE CONSTANTS: 150M 249.993 -17.019 250 -0.01728 K2: 63.7702526 180M 279.976 -17.064 280 TION OF ENDCOURSE CONSTANTS: 90.57568 Q2: 8262.42121 ***SEGMENT LENGTHS*** 15M 19M AVG TION OF RIDEOUT COORDINATES: 1ST 82.093 82.048 82.070 -90.500 Y R/O: 65.335 2ND 41.051 40.995 41.023 R/O 99.963 99.988 99.976 RAMP TO 10 METER LINE: 9.985 RAMP PARALLELISM CALCULATI CENTERLINE ANGLE: -0.990370 -0.990 COURSE CL. ANGLE METRIC SINE: -0.0172843 -0.598 PERPENDICULAR TO METRIC COSINE: 0.99985061 DIF: 0.392 DEGREES OR 1 PAR RAMP TO 150M BUOY: 150.02 RAMP TO 180M BUOY: 180.00 COORDS. YALERT YIDEAL YERROR 0 <-TOTAL ERRORS -2 0.003 0 2 0.006 0 -2 -0.026 0 2 -0.004 0 -2 -0.005 0 2 -0.043 0 -2 -0.012 0 2 0.002 0 -17 0.037 0 -17 0.019 0 -17 0.064 0 SEGMENT ERRORS ALERTS 15M 19M 15M 19M 0.093 0.048 0 0 0.051 -0.005 0 0 ERROR: -0.015 0 <-RAMP ALERT ON (USING TOPLINE SHOT) (DEG) RAMP TOP EDGE T IN: 146 JUMP METER SURVEYING NOTE: SITE: HARTFORD.97 DATE: FRI11JUL97 ANGLE REF: NOTE: Use horizontal distances 80==POST SURVEY PT LOCATOR:OLD PIN ****SURVEYING DATA TAKEN**** CALCULATED FT/M ? FT ANGLES READ DECIMAL COORDINATES ITEM DISTANCE DEG MIN SEC DEGREES X Y MTRA 79.420 346 51 43 346.862 77.341 -18.052 MTRB 156.360 347 44 2 347.734 152.791 -33.219 MTRC 236.250 348 14 58 348.249 231.299 -48.113 RAMP 155.729 101 8 5 101.135 -30.074 152.798 LORIGHT 183.92 41 36 30 41.608 137.517 122.129 TOPLINE 28.490 180 0 0 180.000 -28.490 0.000 CALCULATED **COORDINATES VS. METERS** DISTANCES ITEM X Y A-B 76.9587 MTRA 0.0000 0.0000 A-C 156.8651 MTRB 76.9575 -0.4273 B-C 79.9087 MTRC 156.8651 0.0000 A-T 152.5515 RAMP -138.1648 147.0988 B-T 156.0974 NOTE: PLUS X IS TOWARD METER C-T 194.3639 *********CALCULATED ANGLE SIG A-J 201.8107 FROM TO RAMP TO TEST TO A B-J 260.8478 A 46.7938 102.1844 -- C-J 329.6675 B 34.1233 73.0187 0.0000 A-L 107.3598 C 26.5004 50.1027 0.0000 ANGLE B0= DISTANCE "L" = 107.8573 NOTE: USE @ATAN2(X,Y) OR @ATAN (Y/X) AS NEEDED *****ANGLES VS. SURVEY BASELINE****** A-C 11.048 A-J 57.842 A-T 113.233 A-B 11.366 B-J 45.490 B-T 84.385 B-C 10.742 C-J 37.548 C-T 61.151 **** METER SETTING DATA **** HARTFORD.97 ITEM MTRA MTRB MTRC LOCAL NA NA NA HICAL NA NA NA LOTEST NA NA NA HITEST NA NA NA LORIGHT 102.18 73.02 50.10 RAMP 46.79 34.12 26.50 15ET 93.80 74.70 58.40 = M TRI. D1 *CALCS PERTAINING TO 'L'* K1= -0.19525 K2= -2.95099 K3= -96.4718 K4= -2748.48 XL= -28.5171 'C' YL= 2.617037 HTS******** TO B TO C 180.3182 180.0000 -- 179.3754 -0.3064 -- 0.3182 SLALOM SURVEY -- VER 4/97 W/TOWERS, PREGATES, MISC. NOTE: 1 PT R-THETA W/ METRIC DIMENSIONS SITE: HARTFORD.97 DATE THU 10JUL97 ---FINDING NOTES--- MASTER PT OLD PIN ANGLE REF 80==SINGLE POLE L. OF DOUBLE GT WDTH= 2.2 METERS INTENDED VERT HGT= 1.70 METERS ******SURVEY DATA TAKEN***** EDM ANGLES READ DEGREES *CALC COORDINATES* ITEM DISTANCE DEG MIN SEC DECIMAL XCOORD YCOORD *****GA G1 107.060 20 55 2 20.9172 -99.992 38.218 GATE G2 106.210 19 38 38 19.6439 -100.016 35.700 G1-G2 G3 82.150 27 15 0 27.2500 -73.017 37.606 G3-G4 G4 81.200 25 52 28 25.8744 -73.044 35.428 G5-G6 G5 48.880 49 3 59 49.0664 -32.006 36.905 G7-G8 G6 47.280 47 16 32 47.2756 -32.057 34.711 G9-G10 G7 37.370 103 56 57 103.9492 8.999 36.230 G11-G12 G8 35.210 104 43 33 104.7258 8.940 34.014 G13-G14 G9 61.340 144 36 12 144.6033 49.983 35.517 G15-G16 G10 60.050 146 19 37 146.3269 49.954 33.282 SUMS: G11 97.410 159 3 38 159.0606 90.963 34.807 CALCULA G12 96.620 160 16 7 160.2686 90.933 32.615 K1: G13 136.310 165 31 24 165.5233 131.972 34.073 CALCULA G14 135.730 166 24 35 166.4097 131.919 31.891 Q1: G15 162.540 168 0 18 168.0050 158.982 33.778 Q3: G16 161.990 168 52 51 168.8808 158.940 31.238 CALCULATI S1 77.370 18 51 47 18.8631 -73.197 25.008 XLEFT: S2 57.040 56 4 24 56.0733 -31.822 47.308 XRIGHT: S3 25.230 110 27 22 110.4561 8.798 23.585 S4 67.980 137 33 12 137.5533 50.147 45.866 COURSE S5 93.470 166 15 54 166.2650 90.782 22.189 COURSE S6 139.460 161 24 24 161.4067 132.171 44.463 TRIGONO PRE1 159.830 14 8 25 14.1403 -154.978 39.044 TRIGONO PRE2 159.320 13 22 8 13.3689 -154.994 36.836 PRE15 216.460 171 19 2 171.3172 213.973 32.677 PRE16 216.100 171 54 23 171.9064 213.941 30.424 TWR1 NA NA NA NA NA NA NA TWR2 NA NA NA NA NA NA NA TRANSFORMED COORDS IDEAL TE CENTERS***** **STATISTICAL CALCS**ITEM XTRANS YTRANS XIDEAL XGATE YGATE X^2'S XY'S G1 -0.010 1.240 0 -100.004 36.959 10000.763 -3696.040 G2 0.010 -1.277 0 -73.031 36.517 5333.455 -2666.864 G3 26.972 1.093 27 -32.032 35.808 1026.033 -1146.987 G4 26.982 -1.085 27 8.969 35.122 80.451 315.025 G5 67.989 1.097 68 49.969 34.399 2496.865 1718.874 G6 67.975 -1.098 68 90.948 33.711 8271.539 3065.953 G7 108.999 1.128 109 131.946 32.982 17409.636 4351.819 G8 108.978 -1.090 109 158.961 32.508 25268.721 5167.543 G9 149.989 1.118 150 235.7270 278.0062 69887.4623 7109.3241 G10 149.999 -1.117 150 TION OF BEST LINE CONSTANTS: G11 190.976 1.114 191 -0.01719 K2: 35.2574841 G12 190.983 -1.079 191 TION OF ENDCOURSE CONSTANTS: G13 231.991 1.085 232 105.1083 Q2: 10548.1934 G14 231.976 -1.098 232 60.53875 Q4: -9590.8159 G15 259.003 1.255 259 ON OF ENDCOURSE COORDINATES: G16 259.004 -1.286 259 -100.004 YLEFT: 36.977 S1 27.008 -11.506 27 158.962 YRIGHT: 32.524 S2 67.994 11.502 68 S3 109.015 -11.519 109 OVERALL LENGTH: 259.004 S4 149.976 11.469 150 CENTERLINE ANGLE: -0.985187 S5 191.012 -11.506 191 METRIC SINE: -0.0171939 S6 232.012 11.477 232 METRIC COSINE: 0.99985217 PRE1 -55.002 1.121 -55 PRE2 -54.980 -1.087 -55 PRE15 314.004 1.099 314 PRE16 314.011 -1.154 314 TWR1 NA NA NA TWR2 NA NA NA LGTH: 259.004 MTRS. AVG SKR ALERTS GATE COORDS. AVG TOTAL ERROR: 0.022 X al Y al WIDTHS YIDEAL XERROR YERROR TOTERR 0 NA 1.25 -0.010 -0.010 0.013 0 0 2.517 G1 -1.25 0.010 0.027 0.029 0 0 G2 1.10 -0.028 -0.007 0.029 0 0 2.178 G3 -1.10 -0.018 -0.015 0.023 0 0 G4 1.10 -0.011 -0.003 0.012 0 0 2.195 G5 -1.10 -0.025 -0.002 0.025 0 0 G6 1.10 -0.001 0.028 0.028 0 0 2.217 G7 -1.10 -0.022 -0.010 0.024 0 0 G8 1.10 -0.011 0.018 0.021 0 0 2.235 G9 -1.10 -0.001 0.017 0.017 0 0 G10 1.10 -0.024 0.014 0.028 0 0 2.192 G11 -1.10 -0.017 -0.021 0.027 0 0 G12 1.10 -0.009 -0.015 0.018 0 0 2.183 G13 -1.10 -0.024 -0.002 0.024 0 0 G14 1.25 0.003 0.005 0.005 0 0 2.541 G15 -1.25 0.004 0.036 0.036 0 0 G16 -11.50 0.008 0.006 0.010 0 0 S1 11.50 -0.006 0.002 0.006 0 0 S2 -11.50 0.015 0.019 0.025 0 0 S3 11.50 -0.024 -0.031 0.040 0 0 S4 -11.50 0.012 0.006 0.013 0 0 S5 11.50 0.012 -0.023 0.026 0 0 S6 1.10 -0.002 0.021 0.021 0 0 2.208 PRE1 -1.10 0.020 0.013 0.024 0 0 PRE2 1.10 0.004 -0.001 0.004 0 0 2.253 PRE15 -1.10 0.011 -0.054 0.055 0 0 PRE16 NA NA NA =ANGL NA <-BAD? NOTE 3.7M TO SITTING NA NA NA =ANGL NA <-BAD? NOTE 2.8M TO STANDIN WIDTH: -0.0036 IF ABS >.02 THEN 1 0 ERRORS PROPORTIONED VS. O/A LGTH. TIME SEGS DIST XERR BAD? G1-G7 109.009 0.008 0 *THESE ARE G7-G15 150.003 0.001 0 FOR MAGNETS G16-G10 109.005 0.003 0 ON THE G10-G2 149.990 -0.012 0 TIMER SIDE G2-G8 108.968 -0.033 0 *THESE ARE G8-G16 150.026 0.024 0 FOR MAGNETS G15-G9 109.013 0.012 0 ON THE G9-G1 149.998 -0.003 0 DRIVER SIDE SKR. LGTH DIST ERROR BAD? END-S1 27.008 0.008 0 NOTE: S1-S2 40.986 -0.014 0 TOLERANCE BASIS S2-S3 41.021 0.021 0 IS 0.5% S3-S4 40.960 -0.040 0 S4-S5 41.036 0.036 0 S5-S6 41.000 -0.000 0 S6-END 26.992 -0.008 0 DIAGONALS DIST ERROR BAD? END-S1 29.357 0.010 0 NOTE: S1-S2 47.002 -0.008 0 TOLERANCE BASIS S2-S3 47.039 0.029 0 IS 0.5% S3-S4 46.970 -0.040 0 S4-S5 47.030 0.019 0 S5-S6 47.002 -0.009 0 S6-END 29.331 -0.016 0 GATE LGTH DIST ERROR BAD? G1-G3 26.981 -0.019 0 G2-G4 26.973 -0.027 0 G3-G5 41.017 0.017 0 G4-G6 40.993 -0.007 0 G5-G7 41.011 0.011 0 G6-G8 41.003 0.003 0 G7-G9 40.990 -0.010 0 G8-G10 41.021 0.021 0 G9-G11 40.986 -0.014 0 G10-G12 40.984 -0.016 0 G11-G13 41.015 0.015 0 G12-G14 40.993 -0.007 0 G13-G15 27.012 0.012 0 G14-G16 27.028 0.028 0 EYE LEVEL G EYE LEVEL TOURNAMENT TECH DATA EVENT:HARTFORD.97 ***RAMP DATA*** NOM LEFT SIDE DATA RIGHT SIDE DATA AVG RAMP HGT LGTH RATIO HGT LGTH RATIO RATIO FT FT FT FT 6 5.990 21.818 0.2745 5.990 21.818 0.2745 0.2745 FSTY NA NA NA NA NA NA NA 5 NA NA NA NA NA NA NA ERR ERR ERR ERR ERR ERR 1.5 =CM. SWAYBACK (VISUAL SIGHTING; SMOOTH) ***SLALOM TOWLINES*** NOM-> 18.25 16.00 14.25 13.00 12.00 11.25 10.75 10.25 9.75 SL2 NA NA 14.31 13.05 12.05 11.28 10.78 10.26 9.74 SL3 NA NA 14.34 13.06 12.05 11.29 10.79 10.27 9.76 NA NA NA NA NA NA NA NA NA AVERAGE SL4 NA NA NA NA NA NA NA NA NA ERR1 NA NA 0.06 0.05 0.05 0.03 0.03 0.01 -0.01 0.038 ERR2 NA NA 0.09 0.06 0.05 0.04 0.04 0.02 0.01 0.050 ERR3 NA NA NA NA NA NA NA NA NA NA ERR4 NA NA NA NA NA NA NA NA NA NA ***JUMP TOWLINES***WHEN COOL JU1= 22.88 JU2= 22.85 JU#3= JU#4= ***HANDLE SEGMENTS*** #1= 1.48 #2= 1.48 NOTE NOT USED--FOR BACKUP TO CONTESTANTS' HANDLES #3= #4= Corson Video Jump Measurement System -- Setup Analysis Ver 1.4 10/96 HARTFORD.97 Horiz Scrn Min Max Resolution --- --- (Pixels): 800 50 70 Intended Operating Distance Range (meters) 0 0 Widened? (yes, if *** showing) 1-Pixel Movemt 50 70 Adjusted Operating Distance Range (meters) Test Std: 0.10 164 230 Adjusted Operating Distance Range (feet) Water Surface Up-Dn Acr Screen TWIP Projected Dimensions Locations of Crs Crs Coordinates of Reference Grid on O Grid & Camera -X- -Y- -X- -Y- Video Screen (TWIP) K Upper Left 69 10 2656 5165 Height: Left 593 *** Lower Left 69 -10.3 954 5758 Right 604 *** Upper Right 51 10 9466 5176 Width: Far 6810 0 Lower Right 51 -10.3 10594 5780 Near 9640 0 Camera Viewpt 58.1 -59.1 Camera Angles: Pan 1.7 Tilt -1.7 0 Camera Elevation: 3.8 (Degrees) Field of View Width 20.8 0 Selected Landing Displacements for 1 Pixel Moves Locations Up-Dn Acrs Horizontal Move Vertical Move in the Jump Crs Crs Up-Dn Acrs Dist Up-Dn Acrs Dist O Landing Zone -X- -Y- d(X) d(Y) d(D) d(X) d(Y) d(D) K Long Jump 90% 70 -3.5 0.032 -0.001 0.032 0.101 0.470 0.079 0 Med-Long 70% 65 -3.9 0.032 -0.001 0.032 0.058 0.462 0.031 0 Med Jump 50% 60 -5.1 0.031 -0.001 0.031 0.016 0.441 -0.021 0 Short-Med 30% 55 -5.9 0.030 -0.001 0.030 -0.025 0.427 -0.069 0 Short Jmp 10% 50 -6.3 0.030 -0.001 0.030 -0.064 0.420 -0.115 ***