Dati di base - Unione dei Comuni del Pratomagno
Dati di base - Unione dei Comuni del Pratomagno Dati di base - Unione dei Comuni del Pratomagno
TECNA Via Ser Gorello, 11/a 52100 AREZZO tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11 PROVA PENETROMETRICA STATICA CPT 3 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 : -3,20 m da quota inizio - note : Prova non conlusa causa rifiuto Rt : 810 kg/cm² - 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 ---- ---- -- 1,33 ---- 5,20 10,0 21,0 10,0 0,40 25,0 0,40 78,0 98,0 78,0 1,20 65,0 5,40 23,0 29,0 23,0 0,73 31,0 0,60 42,0 60,0 42,0 0,53 79,0 5,60 35,0 46,0 35,0 0,60 58,0 0,80 47,0 55,0 47,0 0,80 59,0 5,80 35,0 44,0 35,0 1,33 26,0 1,00 50,0 62,0 50,0 2,00 25,0 6,00 48,0 68,0 48,0 1,53 31,0 1,20 10,0 40,0 10,0 0,47 21,0 6,20 52,0 75,0 52,0 1,60 32,0 1,40 9,0 16,0 9,0 0,53 17,0 6,40 63,0 87,0 63,0 1,73 36,0 1,60 18,0 26,0 18,0 1,07 17,0 6,60 54,0 80,0 54,0 1,87 29,0 1,80 17,0 33,0 17,0 1,20 14,0 6,80 96,0 124,0 96,0 1,47 65,0 2,00 9,0 27,0 9,0 0,60 15,0 7,00 116,0 138,0 116,0 2,87 40,0 2,20 13,0 22,0 13,0 0,80 16,0 7,20 137,0 180,0 137,0 3,73 37,0 2,40 13,0 25,0 13,0 0,73 18,0 7,40 78,0 134,0 78,0 4,87 16,0 2,60 10,0 21,0 10,0 0,80 12,0 7,60 193,0 266,0 193,0 2,33 83,0 2,80 10,0 22,0 10,0 0,53 19,0 7,80 140,0 175,0 140,0 7,47 19,0 3,00 11,0 19,0 11,0 1,00 11,0 8,00 49,0 161,0 49,0 2,73 18,0 3,20 9,0 24,0 9,0 0,40 22,0 8,20 82,0 123,0 82,0 3,33 25,0 3,40 16,0 22,0 16,0 0,53 30,0 8,40 106,0 156,0 106,0 4,20 25,0 3,60 13,0 21,0 13,0 0,60 22,0 8,60 99,0 162,0 99,0 5,67 17,0 3,80 18,0 27,0 18,0 0,93 19,0 8,80 99,0 184,0 99,0 4,87 20,0 4,00 25,0 39,0 25,0 1,60 16,0 9,00 86,0 159,0 86,0 4,47 19,0 4,20 25,0 49,0 25,0 2,00 12,0 9,20 83,0 150,0 83,0 3,73 22,0 4,40 26,0 56,0 26,0 2,00 13,0 9,40 76,0 132,0 76,0 3,80 20,0 4,60 19,0 49,0 19,0 1,47 13,0 9,60 77,0 134,0 77,0 3,73 21,0 4,80 13,0 35,0 13,0 0,93 14,0 9,80 83,0 139,0 83,0 4,40 19,0 5,00 9,0 23,0 9,0 0,73 12,0 10,00 101,0 167,0 101,0 ----- ---- - 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 4 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 : - 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 ---- ---- -- 0,60 ---- 5,20 21,0 39,0 21,0 0,87 24,0 0,40 34,0 43,0 34,0 0,40 85,0 5,40 13,0 26,0 13,0 0,60 22,0 0,60 16,0 22,0 16,0 0,73 22,0 5,60 16,0 25,0 16,0 0,80 20,0 0,80 9,0 20,0 9,0 0,67 13,0 5,80 15,0 27,0 15,0 0,87 17,0 1,00 6,0 16,0 6,0 0,33 18,0 6,00 13,0 26,0 13,0 0,73 18,0 1,20 10,0 15,0 10,0 0,13 75,0 6,20 14,0 25,0 14,0 1,47 10,0 1,40 6,0 8,0 6,0 0,40 15,0 6,40 15,0 37,0 15,0 1,00 15,0 1,60 8,0 14,0 8,0 0,73 11,0 6,60 48,0 63,0 48,0 1,33 36,0 1,80 10,0 21,0 10,0 0,80 12,0 6,80 100,0 120,0 100,0 3,40 29,0 2,00 12,0 24,0 12,0 0,67 18,0 7,00 65,0 116,0 65,0 2,73 24,0 2,20 15,0 25,0 15,0 0,93 16,0 7,20 35,0 76,0 35,0 2,00 18,0 2,40 12,0 26,0 12,0 0,67 18,0 7,40 43,0 73,0 43,0 1,40 31,0 2,60 11,0 21,0 11,0 0,67 16,0 7,60 60,0 81,0 60,0 3,20 19,0 2,80 13,0 23,0 13,0 0,67 19,0 7,80 87,0 135,0 87,0 2,53 34,0 3,00 10,0 20,0 10,0 0,33 30,0 8,00 121,0 159,0 121,0 4,53 27,0 3,20 9,0 14,0 9,0 0,47 19,0 8,20 111,0 179,0 111,0 5,53 20,0 3,40 9,0 16,0 9,0 0,67 13,0 8,40 101,0 184,0 101,0 5,20 19,0 3,60 10,0 20,0 10,0 0,33 30,0 8,60 81,0 159,0 81,0 5,33 15,0 3,80 10,0 15,0 10,0 0,47 21,0 8,80 78,0 158,0 78,0 3,80 21,0 4,00 9,0 16,0 9,0 0,40 22,0 9,00 90,0 147,0 90,0 4,73 19,0 4,20 9,0 15,0 9,0 0,27 34,0 9,20 86,0 157,0 86,0 3,93 22,0 4,40 13,0 17,0 13,0 0,47 28,0 9,40 85,0 144,0 85,0 4,53 19,0 4,60 14,0 21,0 14,0 0,67 21,0 9,60 88,0 156,0 88,0 4,93 18,0 4,80 10,0 20,0 10,0 0,67 15,0 9,80 86,0 160,0 86,0 4,53 19,0 5,00 10,0 20,0 10,0 1,20 8,0 10,00 83,0 151,0 83,0 ----- ---- - 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
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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 3<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 : -3,20 m da quota inizio<br />
- note : Prova non conlusa causa rifiuto Rt : 810 kg/cm² - 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 ---- ---- -- 1,33 ---- 5,20 10,0 21,0 10,0 0,40 25,0<br />
0,40 78,0 98,0 78,0 1,20 65,0 5,40 23,0 29,0 23,0 0,73 31,0<br />
0,60 42,0 60,0 42,0 0,53 79,0 5,60 35,0 46,0 35,0 0,60 58,0<br />
0,80 47,0 55,0 47,0 0,80 59,0 5,80 35,0 44,0 35,0 1,33 26,0<br />
1,00 50,0 62,0 50,0 2,00 25,0 6,00 48,0 68,0 48,0 1,53 31,0<br />
1,20 10,0 40,0 10,0 0,47 21,0 6,20 52,0 75,0 52,0 1,60 32,0<br />
1,40 9,0 16,0 9,0 0,53 17,0 6,40 63,0 87,0 63,0 1,73 36,0<br />
1,60 18,0 26,0 18,0 1,07 17,0 6,60 54,0 80,0 54,0 1,87 29,0<br />
1,80 17,0 33,0 17,0 1,20 14,0 6,80 96,0 124,0 96,0 1,47 65,0<br />
2,00 9,0 27,0 9,0 0,60 15,0 7,00 116,0 138,0 116,0 2,87 40,0<br />
2,20 13,0 22,0 13,0 0,80 16,0 7,20 137,0 180,0 137,0 3,73 37,0<br />
2,40 13,0 25,0 13,0 0,73 18,0 7,40 78,0 134,0 78,0 4,87 16,0<br />
2,60 10,0 21,0 10,0 0,80 12,0 7,60 193,0 266,0 193,0 2,33 83,0<br />
2,80 10,0 22,0 10,0 0,53 19,0 7,80 140,0 175,0 140,0 7,47 19,0<br />
3,00 11,0 19,0 11,0 1,00 11,0 8,00 49,0 161,0 49,0 2,73 18,0<br />
3,20 9,0 24,0 9,0 0,40 22,0 8,20 82,0 123,0 82,0 3,33 25,0<br />
3,40 16,0 22,0 16,0 0,53 30,0 8,40 106,0 156,0 106,0 4,20 25,0<br />
3,60 13,0 21,0 13,0 0,60 22,0 8,60 99,0 162,0 99,0 5,67 17,0<br />
3,80 18,0 27,0 18,0 0,93 19,0 8,80 99,0 184,0 99,0 4,87 20,0<br />
4,00 25,0 39,0 25,0 1,60 16,0 9,00 86,0 159,0 86,0 4,47 19,0<br />
4,20 25,0 49,0 25,0 2,00 12,0 9,20 83,0 150,0 83,0 3,73 22,0<br />
4,40 26,0 56,0 26,0 2,00 13,0 9,40 76,0 132,0 76,0 3,80 20,0<br />
4,60 19,0 49,0 19,0 1,47 13,0 9,60 77,0 134,0 77,0 3,73 21,0<br />
4,80 13,0 35,0 13,0 0,93 14,0 9,80 83,0 139,0 83,0 4,40 19,0<br />
5,00 9,0 23,0 9,0 0,73 12,0 10,00 101,0 167,0 101,0 ----- ----<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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