 TEST PROBLEM 3
 ***********
 POLY OF DEGREE =   6 NO OF ELEMENTS =    2
 JAC EVAL
 SCALED LOCAL ERROR IS    0.411D+01
 ERROR TEST FAILED
 JAC EVAL
 SCALED LOCAL ERROR IS    0.616D+00
 AT T=   0.314D-04 H=  0.283D-04  ORDER=  1
 SCALED LOCAL ERROR IS    0.467D-04
 AT T=   0.597D-04 H=  0.565D-04  ORDER=  1
 JAC EVAL
 SCALED LOCAL ERROR IS    0.199D-03
 AT T=   0.116D-03 H=  0.113D-03  ORDER=  1
 JAC EVAL
 SCALED LOCAL ERROR IS    0.693D-03
 AT T=   0.229D-03 H=  0.226D-03  ORDER=  1
 JAC EVAL
 SCALED LOCAL ERROR IS    0.267D-02
 AT T=   0.455D-03 H=  0.452D-03  ORDER=  1
 JAC EVAL
 SCALED LOCAL ERROR IS    0.107D-01
 AT T=   0.907D-03 H=  0.904D-03  ORDER=  1
 JAC EVAL
 SCALED LOCAL ERROR IS    0.423D-01
 AT T=   0.181D-02 H=  0.181D-02  ORDER=  1
 JAC EVAL
 SCALED LOCAL ERROR IS    0.167D+00
 AT T=   0.362D-02 H=  0.181D-02  ORDER=  1
 SCALED LOCAL ERROR IS    0.132D+00
 AT T=   0.543D-02 H=  0.181D-02  ORDER=  1
 SCALED LOCAL ERROR IS    0.132D+00
 ORDER RAISE CONSIDERED
 AT T=   0.724D-02 H=  0.362D-02  ORDER=  1
 SCALED LOCAL ERROR IS    0.965D-01
 AT T=   0.109D-01 H=  0.362D-02  ORDER=  2
 SCALED LOCAL ERROR IS    0.584D-01
 AT T=   0.145D-01 H=  0.723D-02  ORDER=  2
 JAC EVAL
 SCALED LOCAL ERROR IS    0.853D-01
 AT T=   0.217D-01 H=  0.723D-02  ORDER=  2
 SCALED LOCAL ERROR IS    0.216D-01
 AT T=   0.289D-01 H=  0.145D-01  ORDER=  2
 JAC EVAL
 SCALED LOCAL ERROR IS    0.160D+00
 AT T=   0.434D-01 H=  0.145D-01  ORDER=  2
 SCALED LOCAL ERROR IS    0.136D+00
 AT T=   0.579D-01 H=  0.145D-01  ORDER=  2
 SCALED LOCAL ERROR IS    0.148D+00
 AT T=   0.724D-01 H=  0.145D-01  ORDER=  2
 SCALED LOCAL ERROR IS    0.146D+00
 ORDER RAISE CONSIDERED
 AT T=   0.868D-01 H=  0.289D-01  ORDER=  2
 SCALED LOCAL ERROR IS    0.122D+00
 AT T=   0.116D+00 H=  0.289D-01  ORDER=  3
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01   -0.475D-07    0.000D+00    0.475D-07
   -0.933D+00    0.668D-02    0.668D-02    0.418D-06
   -0.750D+00    0.247D-01    0.247D-01    0.146D-05
   -0.500D+00    0.488D-01    0.488D-01    0.238D-05
   -0.250D+00    0.723D-01    0.723D-01    0.281D-05
   -0.670D-01    0.892D-01    0.892D-01    0.286D-05
    0.000D+00    0.953D-01    0.953D-01    0.284D-05
    0.670D-01    0.154D+00    0.154D+00    0.312D-05
    0.250D+00    0.300D+00    0.300D+00    0.127D-05
    0.500D+00    0.470D+00    0.470D+00    0.731D-06
    0.750D+00    0.615D+00    0.615D+00    0.105D-05
    0.933D+00    0.710D+00    0.710D+00    0.186D-05
    0.100D+01    0.742D+00    0.742D+00    0.153D-05
  ENORM=  0.171D-05       GERR=  0.312D-05
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.100D+00 CALC=   0.100D+00 ERR=  0.729D-05
 X = -0.933D+00 TRUE =   0.993D-01 CALC=   0.993D-01 ERR=  0.660D-05
 X = -0.750D+00 TRUE =   0.976D-01 CALC=   0.976D-01 ERR=  0.480D-05
 X = -0.500D+00 TRUE =   0.952D-01 CALC=   0.952D-01 ERR=  0.263D-05
 X = -0.250D+00 TRUE =   0.930D-01 CALC=   0.930D-01 ERR=  0.850D-06
 X = -0.670D-01 TRUE =   0.915D-01 CALC=   0.915D-01 ERR=  0.221D-06
 X =  0.000D+00 TRUE =   0.500D+00 CALC=   0.500D+00 ERR=  0.198D-04
 X =  0.670D-01 TRUE =   0.857D+00 CALC=   0.857D+00 ERR=  0.220D-04
 X =  0.250D+00 TRUE =   0.741D+00 CALC=   0.741D+00 ERR=  0.342D-04
 X =  0.500D+00 TRUE =   0.625D+00 CALC=   0.625D+00 ERR=  0.161D-04
 X =  0.750D+00 TRUE =   0.541D+00 CALC=   0.541D+00 ERR=  0.197D-04
 X =  0.933D+00 TRUE =   0.492D+00 CALC=   0.492D+00 ERR=  0.141D-04
 X =  0.100D+01 TRUE =   0.476D+00 CALC=   0.476D+00 ERR=  0.164D-04
 SCALED LOCAL ERROR IS    0.658D-01
 AT T=   0.145D+00 H=  0.289D-01  ORDER=  3
 SCALED LOCAL ERROR IS    0.760D-01
 AT T=   0.174D+00 H=  0.289D-01  ORDER=  3
 SCALED LOCAL ERROR IS    0.672D-01
 AT T=   0.203D+00 H=  0.289D-01  ORDER=  3
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.953D-01    0.953D-01    0.149D-06
   -0.933D+00    0.101D+00    0.101D+00    0.346D-07
   -0.750D+00    0.118D+00    0.118D+00    0.390D-06
   -0.500D+00    0.140D+00    0.140D+00    0.645D-06
   -0.250D+00    0.161D+00    0.161D+00    0.743D-06
   -0.670D-01    0.177D+00    0.177D+00    0.751D-06
    0.000D+00    0.182D+00    0.182D+00    0.745D-06
    0.670D-01    0.237D+00    0.237D+00    0.168D-06
    0.250D+00    0.372D+00    0.372D+00    0.908D-07
    0.500D+00    0.531D+00    0.531D+00    0.418D-06
    0.750D+00    0.668D+00    0.668D+00    0.555D-06
    0.933D+00    0.758D+00    0.758D+00    0.112D-05
    0.100D+01    0.788D+00    0.788D+00    0.904D-06
  ENORM=  0.584D-06       GERR=  0.112D-05
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.909D-01 CALC=   0.909D-01 ERR=  0.300D-05
 X = -0.933D+00 TRUE =   0.904D-01 CALC=   0.904D-01 ERR=  0.249D-05
 X = -0.750D+00 TRUE =   0.889D-01 CALC=   0.889D-01 ERR=  0.147D-05
 X = -0.500D+00 TRUE =   0.870D-01 CALC=   0.870D-01 ERR=  0.648D-06
 X = -0.250D+00 TRUE =   0.851D-01 CALC=   0.851D-01 ERR=  0.171D-06
 X = -0.670D-01 TRUE =   0.838D-01 CALC=   0.838D-01 ERR=  0.640D-07
 X =  0.000D+00 TRUE =   0.458D+00 CALC=   0.458D+00 ERR=  0.968D-05
 X =  0.670D-01 TRUE =   0.789D+00 CALC=   0.789D+00 ERR=  0.206D-04
 X =  0.250D+00 TRUE =   0.690D+00 CALC=   0.690D+00 ERR=  0.157D-04
 X =  0.500D+00 TRUE =   0.588D+00 CALC=   0.588D+00 ERR=  0.119D-04
 X =  0.750D+00 TRUE =   0.513D+00 CALC=   0.513D+00 ERR=  0.131D-04
 X =  0.933D+00 TRUE =   0.469D+00 CALC=   0.469D+00 ERR=  0.911D-05
 X =  0.100D+01 TRUE =   0.455D+00 CALC=   0.455D+00 ERR=  0.107D-04
 SCALED LOCAL ERROR IS    0.508D-01
 ORDER RAISE CONSIDERED
 AT T=   0.232D+00 H=  0.579D-01  ORDER=  3
 JAC EVAL
 SCALED LOCAL ERROR IS    0.252D+00
 AT T=   0.289D+00 H=  0.579D-01  ORDER=  4
 SCALED LOCAL ERROR IS    0.816D-01
 AT T=   0.347D+00 H=  0.579D-01  ORDER=  4
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.182D+00    0.182D+00    0.291D-08
   -0.933D+00    0.188D+00    0.188D+00    0.119D-06
   -0.750D+00    0.203D+00    0.203D+00    0.357D-06
   -0.500D+00    0.223D+00    0.223D+00    0.574D-06
   -0.250D+00    0.243D+00    0.243D+00    0.701D-06
   -0.670D-01    0.257D+00    0.257D+00    0.734D-06
    0.000D+00    0.262D+00    0.262D+00    0.733D-06
    0.670D-01    0.313D+00    0.313D+00    0.969D-06
    0.250D+00    0.438D+00    0.438D+00    0.459D-06
    0.500D+00    0.588D+00    0.588D+00    0.252D-06
    0.750D+00    0.718D+00    0.718D+00    0.390D-06
    0.933D+00    0.803D+00    0.803D+00    0.711D-06
    0.100D+01    0.833D+00    0.833D+00    0.560D-06
  ENORM=  0.494D-06       GERR=  0.969D-06
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.833D-01 CALC=   0.833D-01 ERR=  0.202D-05
 X = -0.933D+00 TRUE =   0.829D-01 CALC=   0.829D-01 ERR=  0.163D-05
 X = -0.750D+00 TRUE =   0.816D-01 CALC=   0.816D-01 ERR=  0.107D-05
 X = -0.500D+00 TRUE =   0.800D-01 CALC=   0.800D-01 ERR=  0.690D-06
 X = -0.250D+00 TRUE =   0.784D-01 CALC=   0.784D-01 ERR=  0.317D-06
 X = -0.670D-01 TRUE =   0.773D-01 CALC=   0.773D-01 ERR=  0.433D-07
 X =  0.000D+00 TRUE =   0.423D+00 CALC=   0.423D+00 ERR=  0.703D-05
 X =  0.670D-01 TRUE =   0.732D+00 CALC=   0.732D+00 ERR=  0.107D-04
 X =  0.250D+00 TRUE =   0.645D+00 CALC=   0.645D+00 ERR=  0.132D-04
 X =  0.500D+00 TRUE =   0.556D+00 CALC=   0.556D+00 ERR=  0.692D-05
 X =  0.750D+00 TRUE =   0.488D+00 CALC=   0.488D+00 ERR=  0.840D-05
 X =  0.933D+00 TRUE =   0.448D+00 CALC=   0.448D+00 ERR=  0.628D-05
 X =  0.100D+01 TRUE =   0.435D+00 CALC=   0.435D+00 ERR=  0.709D-05
 SCALED LOCAL ERROR IS    0.132D+00
 AT T=   0.405D+00 H=  0.579D-01  ORDER=  4
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.262D+00    0.262D+00    0.962D-07
   -0.933D+00    0.268D+00    0.268D+00    0.220D-06
   -0.750D+00    0.281D+00    0.281D+00    0.528D-06
   -0.500D+00    0.300D+00    0.300D+00    0.850D-06
   -0.250D+00    0.318D+00    0.318D+00    0.105D-05
   -0.670D-01    0.332D+00    0.332D+00    0.113D-05
    0.000D+00    0.336D+00    0.336D+00    0.114D-05
    0.670D-01    0.383D+00    0.383D+00    0.141D-05
    0.250D+00    0.501D+00    0.501D+00    0.123D-05
    0.500D+00    0.642D+00    0.642D+00    0.621D-06
    0.750D+00    0.765D+00    0.765D+00    0.187D-06
    0.933D+00    0.847D+00    0.847D+00    0.171D-06
    0.100D+01    0.875D+00    0.875D+00    0.724D-07
  ENORM=  0.656D-06       GERR=  0.141D-05
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.769D-01 CALC=   0.769D-01 ERR=  0.187D-05
 X = -0.933D+00 TRUE =   0.765D-01 CALC=   0.765D-01 ERR=  0.182D-05
 X = -0.750D+00 TRUE =   0.755D-01 CALC=   0.755D-01 ERR=  0.153D-05
 X = -0.500D+00 TRUE =   0.741D-01 CALC=   0.741D-01 ERR=  0.104D-05
 X = -0.250D+00 TRUE =   0.727D-01 CALC=   0.727D-01 ERR=  0.575D-06
 X = -0.670D-01 TRUE =   0.718D-01 CALC=   0.718D-01 ERR=  0.257D-06
 X =  0.000D+00 TRUE =   0.393D+00 CALC=   0.393D+00 ERR=  0.364D-05
 X =  0.670D-01 TRUE =   0.682D+00 CALC=   0.682D+00 ERR=  0.864D-05
 X =  0.250D+00 TRUE =   0.606D+00 CALC=   0.606D+00 ERR=  0.861D-05
 X =  0.500D+00 TRUE =   0.526D+00 CALC=   0.526D+00 ERR=  0.349D-05
 X =  0.750D+00 TRUE =   0.465D+00 CALC=   0.465D+00 ERR=  0.693D-05
 X =  0.933D+00 TRUE =   0.429D+00 CALC=   0.429D+00 ERR=  0.404D-05
 X =  0.100D+01 TRUE =   0.417D+00 CALC=   0.417D+00 ERR=  0.475D-05
 SCALED LOCAL ERROR IS    0.509D-01
 AT T=   0.463D+00 H=  0.579D-01  ORDER=  4
 SCALED LOCAL ERROR IS    0.369D-01
 AT T=   0.521D+00 H=  0.579D-01  ORDER=  4
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.336D+00    0.336D+00    0.117D-06
   -0.933D+00    0.341D+00    0.341D+00    0.194D-06
   -0.750D+00    0.354D+00    0.354D+00    0.375D-06
   -0.500D+00    0.372D+00    0.372D+00    0.557D-06
   -0.250D+00    0.389D+00    0.389D+00    0.671D-06
   -0.670D-01    0.401D+00    0.401D+00    0.717D-06
    0.000D+00    0.405D+00    0.405D+00    0.726D-06
    0.670D-01    0.449D+00    0.449D+00    0.921D-06
    0.250D+00    0.560D+00    0.560D+00    0.899D-06
    0.500D+00    0.693D+00    0.693D+00    0.745D-06
    0.750D+00    0.811D+00    0.811D+00    0.658D-06
    0.933D+00    0.889D+00    0.889D+00    0.494D-06
    0.100D+01    0.916D+00    0.916D+00    0.582D-06
  ENORM=  0.500D-06       GERR=  0.921D-06
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.714D-01 CALC=   0.714D-01 ERR=  0.118D-05
 X = -0.933D+00 TRUE =   0.711D-01 CALC=   0.711D-01 ERR=  0.110D-05
 X = -0.750D+00 TRUE =   0.702D-01 CALC=   0.702D-01 ERR=  0.876D-06
 X = -0.500D+00 TRUE =   0.690D-01 CALC=   0.690D-01 ERR=  0.585D-06
 X = -0.250D+00 TRUE =   0.678D-01 CALC=   0.678D-01 ERR=  0.335D-06
 X = -0.670D-01 TRUE =   0.670D-01 CALC=   0.670D-01 ERR=  0.166D-06
 X =  0.000D+00 TRUE =   0.367D+00 CALC=   0.367D+00 ERR=  0.241D-05
 X =  0.670D-01 TRUE =   0.638D+00 CALC=   0.638D+00 ERR=  0.613D-05
 X =  0.250D+00 TRUE =   0.571D+00 CALC=   0.571D+00 ERR=  0.504D-05
 X =  0.500D+00 TRUE =   0.500D+00 CALC=   0.500D+00 ERR=  0.349D-05
 X =  0.750D+00 TRUE =   0.444D+00 CALC=   0.444D+00 ERR=  0.421D-05
 X =  0.933D+00 TRUE =   0.411D+00 CALC=   0.411D+00 ERR=  0.316D-05
 X =  0.100D+01 TRUE =   0.400D+00 CALC=   0.400D+00 ERR=  0.307D-05
 SCALED LOCAL ERROR IS    0.333D-01
 ORDER RAISE CONSIDERED
 AT T=   0.579D+00 H=  0.116D+00  ORDER=  4
 JAC EVAL
 SCALED LOCAL ERROR IS    0.146D+00
 AT T=   0.695D+00 H=  0.116D+00  ORDER=  5
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.405D+00    0.405D+00    0.235D-07
   -0.933D+00    0.410D+00    0.410D+00    0.436D-07
   -0.750D+00    0.422D+00    0.422D+00    0.208D-06
   -0.500D+00    0.438D+00    0.438D+00    0.383D-06
   -0.250D+00    0.454D+00    0.454D+00    0.503D-06
   -0.670D-01    0.466D+00    0.466D+00    0.556D-06
    0.000D+00    0.470D+00    0.470D+00    0.568D-06
    0.670D-01    0.511D+00    0.511D+00    0.751D-06
    0.250D+00    0.615D+00    0.615D+00    0.808D-06
    0.500D+00    0.742D+00    0.742D+00    0.758D-06
    0.750D+00    0.854D+00    0.854D+00    0.776D-06
    0.933D+00    0.929D+00    0.929D+00    0.718D-06
    0.100D+01    0.956D+00    0.956D+00    0.794D-06
  ENORM=  0.446D-06       GERR=  0.808D-06
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.667D-01 CALC=   0.667D-01 ERR=  0.103D-05
 X = -0.933D+00 TRUE =   0.664D-01 CALC=   0.664D-01 ERR=  0.975D-06
 X = -0.750D+00 TRUE =   0.656D-01 CALC=   0.656D-01 ERR=  0.816D-06
 X = -0.500D+00 TRUE =   0.645D-01 CALC=   0.645D-01 ERR=  0.590D-06
 X = -0.250D+00 TRUE =   0.635D-01 CALC=   0.635D-01 ERR=  0.368D-06
 X = -0.670D-01 TRUE =   0.628D-01 CALC=   0.628D-01 ERR=  0.211D-06
 X =  0.000D+00 TRUE =   0.344D+00 CALC=   0.344D+00 ERR=  0.122D-05
 X =  0.670D-01 TRUE =   0.600D+00 CALC=   0.600D+00 ERR=  0.486D-05
 X =  0.250D+00 TRUE =   0.541D+00 CALC=   0.541D+00 ERR=  0.326D-05
 X =  0.500D+00 TRUE =   0.476D+00 CALC=   0.476D+00 ERR=  0.272D-05
 X =  0.750D+00 TRUE =   0.426D+00 CALC=   0.426D+00 ERR=  0.262D-05
 X =  0.933D+00 TRUE =   0.395D+00 CALC=   0.395D+00 ERR=  0.248D-05
 X =  0.100D+01 TRUE =   0.385D+00 CALC=   0.385D+00 ERR=  0.204D-05
 SCALED LOCAL ERROR IS    0.197D+00
 AT T=   0.810D+00 H=  0.116D+00  ORDER=  5
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.470D+00    0.470D+00    0.148D-07
   -0.933D+00    0.474D+00    0.474D+00    0.700D-07
   -0.750D+00    0.486D+00    0.486D+00    0.150D-06
   -0.500D+00    0.501D+00    0.501D+00    0.146D-06
   -0.250D+00    0.516D+00    0.516D+00    0.730D-07
   -0.670D-01    0.527D+00    0.527D+00    0.397D-08
    0.000D+00    0.531D+00    0.531D+00    0.218D-07
    0.670D-01    0.569D+00    0.569D+00    0.338D-06
    0.250D+00    0.668D+00    0.668D+00    0.789D-06
    0.500D+00    0.788D+00    0.788D+00    0.847D-06
    0.750D+00    0.896D+00    0.896D+00    0.649D-06
    0.933D+00    0.968D+00    0.968D+00    0.500D-06
    0.100D+01    0.993D+00    0.993D+00    0.545D-06
  ENORM=  0.353D-06       GERR=  0.847D-06
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.625D-01 CALC=   0.625D-01 ERR=  0.945D-06
 X = -0.933D+00 TRUE =   0.622D-01 CALC=   0.622D-01 ERR=  0.707D-06
 X = -0.750D+00 TRUE =   0.615D-01 CALC=   0.615D-01 ERR=  0.206D-06
 X = -0.500D+00 TRUE =   0.606D-01 CALC=   0.606D-01 ERR=  0.194D-06
 X = -0.250D+00 TRUE =   0.597D-01 CALC=   0.597D-01 ERR=  0.359D-06
 X = -0.670D-01 TRUE =   0.591D-01 CALC=   0.591D-01 ERR=  0.385D-06
 X =  0.000D+00 TRUE =   0.324D+00 CALC=   0.324D+00 ERR=  0.634D-06
 X =  0.670D-01 TRUE =   0.566D+00 CALC=   0.566D+00 ERR=  0.623D-05
 X =  0.250D+00 TRUE =   0.513D+00 CALC=   0.513D+00 ERR=  0.841D-06
 X =  0.500D+00 TRUE =   0.455D+00 CALC=   0.455D+00 ERR=  0.141D-05
 X =  0.750D+00 TRUE =   0.408D+00 CALC=   0.408D+00 ERR=  0.274D-05
 X =  0.933D+00 TRUE =   0.380D+00 CALC=   0.380D+00 ERR=  0.152D-05
 X =  0.100D+01 TRUE =   0.370D+00 CALC=   0.370D+00 ERR=  0.150D-05
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.531D+00    0.531D+00    0.129D-06
   -0.933D+00    0.535D+00    0.535D+00    0.315D-06
   -0.750D+00    0.545D+00    0.545D+00    0.717D-06
   -0.500D+00    0.560D+00    0.560D+00    0.105D-05
   -0.250D+00    0.574D+00    0.574D+00    0.118D-05
   -0.670D-01    0.584D+00    0.584D+00    0.118D-05
    0.000D+00    0.588D+00    0.588D+00    0.116D-05
    0.670D-01    0.624D+00    0.624D+00    0.841D-06
    0.250D+00    0.718D+00    0.718D+00    0.893D-07
    0.500D+00    0.833D+00    0.833D+00    0.456D-06
    0.750D+00    0.936D+00    0.936D+00    0.452D-06
    0.933D+00    0.101D+01    0.101D+01    0.333D-06
    0.100D+01    0.103D+01    0.103D+01    0.364D-06
  ENORM=  0.531D-06       GERR=  0.118D-05
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.588D-01 CALC=   0.588D-01 ERR=  0.293D-05
 X = -0.933D+00 TRUE =   0.586D-01 CALC=   0.586D-01 ERR=  0.261D-05
 X = -0.750D+00 TRUE =   0.580D-01 CALC=   0.580D-01 ERR=  0.181D-05
 X = -0.500D+00 TRUE =   0.571D-01 CALC=   0.571D-01 ERR=  0.897D-06
 X = -0.250D+00 TRUE =   0.563D-01 CALC=   0.563D-01 ERR=  0.187D-06
 X = -0.670D-01 TRUE =   0.558D-01 CALC=   0.558D-01 ERR=  0.225D-06
 X =  0.000D+00 TRUE =   0.306D+00 CALC=   0.306D+00 ERR=  0.910D-06
 X =  0.670D-01 TRUE =   0.536D+00 CALC=   0.536D+00 ERR=  0.625D-05
 X =  0.250D+00 TRUE =   0.488D+00 CALC=   0.488D+00 ERR=  0.192D-05
 X =  0.500D+00 TRUE =   0.435D+00 CALC=   0.435D+00 ERR=  0.230D-05
 X =  0.750D+00 TRUE =   0.392D+00 CALC=   0.392D+00 ERR=  0.196D-05
 X =  0.933D+00 TRUE =   0.366D+00 CALC=   0.366D+00 ERR=  0.106D-05
 X =  0.100D+01 TRUE =   0.357D+00 CALC=   0.357D+00 ERR=  0.112D-05
 SCALED LOCAL ERROR IS    0.211D+00
 AT T=   0.926D+00 H=  0.116D+00  ORDER=  5
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.588D+00    0.588D+00    0.263D-06
   -0.933D+00    0.592D+00    0.592D+00    0.442D-06
   -0.750D+00    0.602D+00    0.602D+00    0.896D-06
   -0.500D+00    0.615D+00    0.615D+00    0.140D-05
   -0.250D+00    0.629D+00    0.629D+00    0.172D-05
   -0.670D-01    0.638D+00    0.638D+00    0.183D-05
    0.000D+00    0.642D+00    0.642D+00    0.184D-05
    0.670D-01    0.677D+00    0.677D+00    0.182D-05
    0.250D+00    0.765D+00    0.765D+00    0.144D-05
    0.500D+00    0.875D+00    0.875D+00    0.532D-06
    0.750D+00    0.975D+00    0.975D+00    0.117D-06
    0.933D+00    0.104D+01    0.104D+01    0.273D-06
    0.100D+01    0.106D+01    0.106D+01    0.317D-06
  ENORM=  0.825D-06       GERR=  0.184D-05
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.556D-01 CALC=   0.556D-01 ERR=  0.269D-05
 X = -0.933D+00 TRUE =   0.553D-01 CALC=   0.553D-01 ERR=  0.263D-05
 X = -0.750D+00 TRUE =   0.548D-01 CALC=   0.548D-01 ERR=  0.231D-05
 X = -0.500D+00 TRUE =   0.541D-01 CALC=   0.541D-01 ERR=  0.167D-05
 X = -0.250D+00 TRUE =   0.533D-01 CALC=   0.533D-01 ERR=  0.897D-06
 X = -0.670D-01 TRUE =   0.528D-01 CALC=   0.528D-01 ERR=  0.317D-06
 X =  0.000D+00 TRUE =   0.289D+00 CALC=   0.289D+00 ERR=  0.136D-05
 X =  0.670D-01 TRUE =   0.508D+00 CALC=   0.508D+00 ERR=  0.201D-05
 X =  0.250D+00 TRUE =   0.465D+00 CALC=   0.465D+00 ERR=  0.207D-05
 X =  0.500D+00 TRUE =   0.417D+00 CALC=   0.417D+00 ERR=  0.452D-05
 X =  0.750D+00 TRUE =   0.377D+00 CALC=   0.377D+00 ERR=  0.571D-06
 X =  0.933D+00 TRUE =   0.353D+00 CALC=   0.353D+00 ERR=  0.139D-05
 X =  0.100D+01 TRUE =   0.345D+00 CALC=   0.345D+00 ERR=  0.796D-06
 SCALED LOCAL ERROR IS    0.124D+00
 AT T=   0.104D+01 H=  0.116D+00  ORDER=  5
       MESH      NUM SOL          SOL       ERROR
   -0.100D+01    0.642D+00    0.642D+00    0.263D-06
   -0.933D+00    0.645D+00    0.645D+00    0.402D-06
   -0.750D+00    0.655D+00    0.655D+00    0.727D-06
   -0.500D+00    0.668D+00    0.668D+00    0.107D-05
   -0.250D+00    0.681D+00    0.681D+00    0.130D-05
   -0.670D-01    0.690D+00    0.690D+00    0.141D-05
    0.000D+00    0.693D+00    0.693D+00    0.143D-05
    0.670D-01    0.726D+00    0.726D+00    0.157D-05
    0.250D+00    0.811D+00    0.811D+00    0.172D-05
    0.500D+00    0.916D+00    0.916D+00    0.129D-05
    0.750D+00    0.101D+01    0.101D+01    0.604D-06
    0.933D+00    0.108D+01    0.108D+01    0.340D-06
    0.100D+01    0.110D+01    0.110D+01    0.302D-06
  ENORM=  0.777D-06       GERR=  0.172D-05
  INTERC ROUTINE CALLED WITH ITYPE = 2  AND INTERP. POINTS   
          EQUAL TO BREAK-POINTS I.E.  COMPONENT NO (=I1) WITH
           VALUE (=R1)  IS CLOSE TO BREAK POINT(=I2) WITH    
          VALUE (=R2).                                       
          IN ABOVE MESSAGE I1 =         7   I2 =         2
         IN ABOVE,  R1 =  0.0000000000000D+00   R2 =  0.0000000000000D+00
 X = -0.100D+01 TRUE =   0.526D-01 CALC=   0.526D-01 ERR=  0.217D-05
 X = -0.933D+00 TRUE =   0.524D-01 CALC=   0.524D-01 ERR=  0.199D-05
 X = -0.750D+00 TRUE =   0.519D-01 CALC=   0.519D-01 ERR=  0.159D-05
 X = -0.500D+00 TRUE =   0.513D-01 CALC=   0.513D-01 ERR=  0.115D-05
 X = -0.250D+00 TRUE =   0.506D-01 CALC=   0.506D-01 ERR=  0.727D-06
 X = -0.670D-01 TRUE =   0.502D-01 CALC=   0.502D-01 ERR=  0.415D-06
 X =  0.000D+00 TRUE =   0.275D+00 CALC=   0.275D+00 ERR=  0.221D-05
 X =  0.670D-01 TRUE =   0.484D+00 CALC=   0.484D+00 ERR=  0.988D-06
 X =  0.250D+00 TRUE =   0.444D+00 CALC=   0.444D+00 ERR=  0.454D-06
 X =  0.500D+00 TRUE =   0.400D+00 CALC=   0.400D+00 ERR=  0.347D-05
 X =  0.750D+00 TRUE =   0.364D+00 CALC=   0.364D+00 ERR=  0.154D-05
 X =  0.933D+00 TRUE =   0.341D+00 CALC=   0.341D+00 ERR=  0.135D-05
 X =  0.100D+01 TRUE =   0.333D+00 CALC=   0.333D+00 ERR=  0.789D-06
 NSTEPS =   33 NRESID =   65 JAC =   12 CPU=  0.130D+00
