Dati di base - Unione dei Comuni del Pratomagno
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Dati di base - Unione dei Comuni del Pratomagno

Dati di base - Unione dei Comuni del Pratomagno Dati di base - Unione dei Comuni del Pratomagno

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TECNA Via Ser Gorello, 11/a 52100 AREZZO tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11 PROVA PENETROMETRICA STATICA CPT 1 LETTURE DI CAMPAGNA / VALORI DI RESISTENZA 2.010496-013 - committente : Ghea Engineering & Consulting Srl - data : 05/04/2011 - lavoro : Realizzazione di edificio produttivo - quota inizio : Piano Campagna - località : Area P.I.P., Faella, Comune di Piandiscò (Ar) - prof. falda : -3,50 m da quota inizio - note : Ancoraggio difficoltoso riporto superficiale - pagina : 1 prf LP LL Rp RL Rp/Rl m Kg/cm² Kg/cm² Kg/cm² Kg/cm² - prf LP LL Rp RL Rp/Rl m Kg/cm² Kg/cm² Kg/cm² Kg/cm² - 0,20 ---- ---- -- 0,40 ---- 7,40 21,0 30,0 21,0 1,27 17,0 0,40 10,0 16,0 10,0 0,67 15,0 7,60 19,0 38,0 19,0 0,93 20,0 0,60 8,0 18,0 8,0 0,53 15,0 7,80 19,0 33,0 19,0 0,93 20,0 0,80 17,0 25,0 17,0 2,40 7,0 8,00 21,0 35,0 21,0 0,87 24,0 1,00 108,0 144,0 108,0 0,87 125,0 8,20 18,0 31,0 18,0 0,87 21,0 1,20 77,0 90,0 77,0 1,53 50,0 8,40 26,0 39,0 26,0 0,73 35,0 1,40 31,0 54,0 31,0 0,07 465,0 8,60 11,0 22,0 11,0 0,47 24,0 1,60 15,0 16,0 15,0 0,27 56,0 8,80 13,0 20,0 13,0 0,40 32,0 1,80 4,0 8,0 4,0 2,20 2,0 9,00 24,0 30,0 24,0 0,73 33,0 2,00 33,0 66,0 33,0 0,87 38,0 9,20 21,0 32,0 21,0 1,00 21,0 2,20 28,0 41,0 28,0 3,93 7,0 9,40 17,0 32,0 17,0 1,00 17,0 2,40 151,0 210,0 151,0 5,40 28,0 9,60 53,0 68,0 53,0 2,60 20,0 2,60 191,0 272,0 191,0 1,00 191,0 9,80 69,0 108,0 69,0 1,73 40,0 2,80 230,0 245,0 230,0 4,73 49,0 10,00 120,0 146,0 120,0 2,87 42,0 3,00 60,0 131,0 60,0 2,87 21,0 10,20 44,0 87,0 44,0 2,80 16,0 3,20 49,0 92,0 49,0 1,93 25,0 10,40 50,0 92,0 50,0 2,53 20,0 3,40 47,0 76,0 47,0 2,00 24,0 10,60 68,0 106,0 68,0 3,53 19,0 3,60 36,0 66,0 36,0 2,00 18,0 10,80 63,0 116,0 63,0 3,73 17,0 3,80 13,0 43,0 13,0 0,87 15,0 11,00 62,0 118,0 62,0 3,87 16,0 4,00 10,0 23,0 10,0 0,87 12,0 11,20 68,0 126,0 68,0 3,93 17,0 4,20 8,0 21,0 8,0 0,60 13,0 11,40 74,0 133,0 74,0 3,87 19,0 4,40 11,0 20,0 11,0 0,20 55,0 11,60 93,0 151,0 93,0 3,80 24,0 4,60 8,0 11,0 8,0 0,27 30,0 11,80 99,0 156,0 99,0 5,00 20,0 4,80 12,0 16,0 12,0 0,40 30,0 12,00 86,0 161,0 86,0 4,53 19,0 5,00 10,0 16,0 10,0 0,40 25,0 12,20 80,0 148,0 80,0 4,07 20,0 5,20 13,0 19,0 13,0 0,47 28,0 12,40 71,0 132,0 71,0 3,67 19,0 5,40 16,0 23,0 16,0 0,80 20,0 12,60 70,0 125,0 70,0 3,40 21,0 5,60 15,0 27,0 15,0 0,20 75,0 12,80 69,0 120,0 69,0 4,00 17,0 5,80 24,0 27,0 24,0 0,73 33,0 13,00 51,0 111,0 51,0 3,67 14,0 6,00 22,0 33,0 22,0 0,33 66,0 13,20 88,0 143,0 88,0 1,20 73,0 6,20 17,0 22,0 17,0 0,40 42,0 13,40 111,0 129,0 111,0 5,27 21,0 6,40 30,0 36,0 30,0 0,80 37,0 13,60 98,0 177,0 98,0 6,33 15,0 6,60 21,0 33,0 21,0 0,80 26,0 13,80 115,0 210,0 115,0 4,87 24,0 6,80 23,0 35,0 23,0 0,67 34,0 14,00 127,0 200,0 127,0 5,33 24,0 7,00 13,0 23,0 13,0 0,60 22,0 14,20 144,0 224,0 144,0 5,00 29,0 7,20 14,0 23,0 14,0 0,60 23,0 14,40 176,0 251,0 176,0 ----- ---- - PENETROMETRO STATICO tipo GOUDA da 20 t - (con anello allargatore) - - COSTANTE DI TRASFORMAZIONE Ct = 10 - Velocità Avanzamento punta 2 cm/s - punta meccanica tipo Begemann ø = 35.7 mm (area punta 10 cm² - apertura 60°) - manicotto laterale (superficie 150 cm²) Software by: Dr.D.Merlin - 0425/840820 e-mail: tecnafon@technet.it

TECNA Via Ser Gorello, 11/a 52100 AREZZO tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11 PROVA PENETROMETRICA STATICA CPT 2 LETTURE DI CAMPAGNA / VALORI DI RESISTENZA 2.010496-013 - committente : Ghea Engineering & Consulting Srl - data : 05/04/2011 - lavoro : Realizzazione di edificio produttivo - quota inizio : Piano Campagna - località : Area P.I.P., Faella, Comune di Piandiscò (Ar) - prof. falda : Falda non rilevata - note : Ancoraggio difficoltoso riporto superficiale - pagina : 1 prf LP LL Rp RL Rp/Rl m Kg/cm² Kg/cm² Kg/cm² Kg/cm² - prf LP LL Rp RL Rp/Rl m Kg/cm² Kg/cm² Kg/cm² Kg/cm² - 0,20 ---- ---- -- 3,53 ---- 4,60 73,0 148,0 73,0 3,67 20,0 0,40 86,0 139,0 86,0 1,47 59,0 4,80 78,0 133,0 78,0 3,33 23,0 0,60 31,0 53,0 31,0 1,47 21,0 5,00 89,0 139,0 89,0 4,27 21,0 0,80 13,0 35,0 13,0 1,00 13,0 5,20 88,0 152,0 88,0 4,33 20,0 1,00 6,0 21,0 6,0 2,47 2,0 5,40 94,0 159,0 94,0 4,40 21,0 1,20 29,0 66,0 29,0 2,13 14,0 5,60 92,0 158,0 92,0 4,47 21,0 1,40 149,0 181,0 149,0 5,87 25,0 5,80 81,0 148,0 81,0 3,67 22,0 1,60 48,0 136,0 48,0 0,40 120,0 6,00 83,0 138,0 83,0 3,80 22,0 1,80 22,0 28,0 22,0 2,53 9,0 6,20 82,0 139,0 82,0 4,33 19,0 2,00 128,0 166,0 128,0 2,20 58,0 6,40 76,0 141,0 76,0 3,73 20,0 2,20 38,0 71,0 38,0 2,93 13,0 6,60 79,0 135,0 79,0 2,87 28,0 2,40 26,0 70,0 26,0 1,80 14,0 6,80 74,0 117,0 74,0 3,00 25,0 2,60 11,0 38,0 11,0 1,07 10,0 7,00 61,0 106,0 61,0 3,07 20,0 2,80 18,0 34,0 18,0 0,80 22,0 7,20 76,0 122,0 76,0 3,67 21,0 3,00 18,0 30,0 18,0 1,33 13,0 7,40 76,0 131,0 76,0 3,33 23,0 3,20 23,0 43,0 23,0 1,67 14,0 7,60 85,0 135,0 85,0 4,07 21,0 3,40 22,0 47,0 22,0 1,80 12,0 7,80 58,0 119,0 58,0 3,60 16,0 3,60 21,0 48,0 21,0 1,60 13,0 8,00 68,0 122,0 68,0 2,93 23,0 3,80 22,0 46,0 22,0 1,87 12,0 8,20 77,0 121,0 77,0 4,27 18,0 4,00 53,0 81,0 53,0 2,33 23,0 8,40 84,0 148,0 84,0 5,47 15,0 4,20 76,0 111,0 76,0 3,80 20,0 8,60 86,0 168,0 86,0 ----- ---- 4,40 89,0 146,0 89,0 5,00 18,0 - PENETROMETRO STATICO tipo GOUDA da 20 t - (con anello allargatore) - - COSTANTE DI TRASFORMAZIONE Ct = 10 - Velocità Avanzamento punta 2 cm/s - punta meccanica tipo Begemann ø = 35.7 mm (area punta 10 cm² - apertura 60°) - manicotto laterale (superficie 150 cm²) Software by: Dr.D.Merlin - 0425/840820 e-mail: tecnafon@technet.it

TECNA<br />

Via Ser Gorello, 11/a 52100 AREZZO<br />

tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11<br />

PROVA PENETROMETRICA STATICA CPT 2<br />

LETTURE DI CAMPAGNA / VALORI DI RESISTENZA 2.010496-013<br />

- committente : Ghea Engineering & Consulting Srl - data : 05/04/2011<br />

- lavoro : Realizzazione <strong>di</strong> e<strong>di</strong>ficio produttivo - quota inizio : Piano Campagna<br />

- località : Area P.I.P., Faella, Comune <strong>di</strong> Pian<strong>di</strong>scò (Ar) - prof. falda : Falda non rilevata<br />

- note : Ancoraggio <strong>di</strong>fficoltoso riporto superficiale - pagina : 1<br />

prf LP LL Rp RL Rp/Rl<br />

m Kg/cm² Kg/cm² Kg/cm² Kg/cm² -<br />

prf LP LL Rp RL Rp/Rl<br />

m Kg/cm² Kg/cm² Kg/cm² Kg/cm² -<br />

0,20 ---- ---- -- 3,53 ---- 4,60 73,0 148,0 73,0 3,67 20,0<br />

0,40 86,0 139,0 86,0 1,47 59,0 4,80 78,0 133,0 78,0 3,33 23,0<br />

0,60 31,0 53,0 31,0 1,47 21,0 5,00 89,0 139,0 89,0 4,27 21,0<br />

0,80 13,0 35,0 13,0 1,00 13,0 5,20 88,0 152,0 88,0 4,33 20,0<br />

1,00 6,0 21,0 6,0 2,47 2,0 5,40 94,0 159,0 94,0 4,40 21,0<br />

1,20 29,0 66,0 29,0 2,13 14,0 5,60 92,0 158,0 92,0 4,47 21,0<br />

1,40 149,0 181,0 149,0 5,87 25,0 5,80 81,0 148,0 81,0 3,67 22,0<br />

1,60 48,0 136,0 48,0 0,40 120,0 6,00 83,0 138,0 83,0 3,80 22,0<br />

1,80 22,0 28,0 22,0 2,53 9,0 6,20 82,0 139,0 82,0 4,33 19,0<br />

2,00 128,0 166,0 128,0 2,20 58,0 6,40 76,0 141,0 76,0 3,73 20,0<br />

2,20 38,0 71,0 38,0 2,93 13,0 6,60 79,0 135,0 79,0 2,87 28,0<br />

2,40 26,0 70,0 26,0 1,80 14,0 6,80 74,0 117,0 74,0 3,00 25,0<br />

2,60 11,0 38,0 11,0 1,07 10,0 7,00 61,0 106,0 61,0 3,07 20,0<br />

2,80 18,0 34,0 18,0 0,80 22,0 7,20 76,0 122,0 76,0 3,67 21,0<br />

3,00 18,0 30,0 18,0 1,33 13,0 7,40 76,0 131,0 76,0 3,33 23,0<br />

3,20 23,0 43,0 23,0 1,67 14,0 7,60 85,0 135,0 85,0 4,07 21,0<br />

3,40 22,0 47,0 22,0 1,80 12,0 7,80 58,0 119,0 58,0 3,60 16,0<br />

3,60 21,0 48,0 21,0 1,60 13,0 8,00 68,0 122,0 68,0 2,93 23,0<br />

3,80 22,0 46,0 22,0 1,87 12,0 8,20 77,0 121,0 77,0 4,27 18,0<br />

4,00 53,0 81,0 53,0 2,33 23,0 8,40 84,0 148,0 84,0 5,47 15,0<br />

4,20 76,0 111,0 76,0 3,80 20,0 8,60 86,0 168,0 86,0 ----- ----<br />

4,40 89,0 146,0 89,0 5,00 18,0<br />

- PENETROMETRO STATICO tipo GOUDA da 20 t - (con anello allargatore) -<br />

- COSTANTE DI TRASFORMAZIONE Ct = 10 - Velocità Avanzamento punta 2 cm/s<br />

- punta meccanica tipo Begemann ø = 35.7 mm (area punta 10 cm² - apertura 60°)<br />

- manicotto laterale (superficie 150 cm²)<br />

Software by: Dr.D.Merlin - 0425/840820<br />

e-mail: tecnafon@technet.it

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