Att. I - Appendix D - Geotechnical lab reports.pdf

JOB 21516 - 20

GOLDER ASSOCIATES S.R.L.

VIA ANTONIO BANFO 43, 10155 TORINO

FY21 MILCON PROJECT P-23005

AREA A1 ENTRY CONTROL POINT

AVIANO AIR BASE ITALY

ANNEX 3

GEOTECHNICAL LABORATORY REPORTS

FERRARA DEPARTMENT

Via Annibale Zucchini, 69 – 44122 Ferrara (FE)

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr1 DEPTH: m 0.00-0.50

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3

Sandy silty Gravel, Light reddish brown

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR) m_GEO 50 (rev.1 del 03/19) SCHEDA-S1CR1

1 di 1

G6001/Sistema Qualità Socotec

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr1 DEPTH: m 0.00 - 0.50

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005762 rev.00 DATE: 29/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288

Sandy silty Gravel, Light reddish brown

TROUGH A SIEVE nø 10: 65.8 %

TROUGH A SIEVE nø 40: 57.1 %

TROUGH A SIEVE nø 200: 51.6 % a b c d

17 37 0 4

CLASSIFICATION HRB-AASHTO: A 6

CLASSIFICATION U.S.C.S.: GC with sand

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CONSISTENCY INDEX (%): 1.6

INDEX GROUP: 5

Calculation coefficients by group index

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

MOISTURE (%):

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

ATTERBERG LIMITS - ASTM D4318

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC m_GEO 13 (rev 1 del 03/19)

CLASS-S1CR1-GF2005762

1 di 1 G6014/ Sistema Qualità Socotec

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr1 DEPTH: m 0.00 - 0.50

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005358 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE Sandy silty Gravel, Light reddish brown

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 0.00 0.00 0.00 100.00

19.1 173.64 6.72 6.72 93.28

9.5 419.78 16.24 22.96 77.04

4.75 268.56 10.39 33.35 66.65

2.0 20.63 0.80 34.15 65.85

0.850 45.88 1.78 35.93 64.07

0.425 181.21 7.01 42.94 57.06

0.250 48.05 1.86 44.80 55.20

0.125 62.36 2.41 47.21 52.79

0.075 31.99 1.24 48.45 51.55

0.0529 78.73 3.05 51.50 48.50

0.0379 42.24 1.63 53.13 46.87

0.0272 42.24 1.63 54.76 45.24

0.0179 126.71 4.90 59.67 40.33

0.0131 126.71 4.90 64.57 35.43

0.0094 42.24 1.63 66.20 33.80

0.0068 161.54 6.25 72.46 27.54

0.0050 126.68 4.90 77.36 22.64

0.0030 91.90 3.56 80.91 19.09

0.0013 91.95 3.56 84.47 15.53

0.0009 42.25 1.63 86.11 13.89 fondo 359.08 13.89 100.00 0.00

TOTAL 2584.36 φ max (mm) = 38.10

T° C Time (s) Reading

21 30 33

21 60 32

21 120 31

21 300 28

21 600 25

21 1200 24

22 2400 20

22 4800 17

21 14400 15

20 86400 13

20 172800 12

USCS AGI

> 4,75 mm > 2,00 mm

33.4% 34.2%

> 0,075 mm > 0,06 mm

15.1% 16.2%

> 2 µ > 2 µ

34.1% 32.2%

< 2 µ < 2 µ

17.5% 17.5%

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi calculated calculated

GRAVEL

Sieve Type calculated calculated calculated square square calculated

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

Grain size ratios

Passing the sieve 0.075

(g)

PARTICLE SIZE ANALYSIS

(sieving and sedimentation) - standard ASTM D422 square square square square square square calculated square square square calculated

CLAY

calculated

SILT

calculated calculated

SAND

0.0001 0.001 0.01 0.1 1 10 100 opening(mm) p a s s in g m_GEO 13 (rev 1 del 03/19)

GRANTOTALE-S1CR1-GF2005358

1 di 1 G6011/ Sistema Qualità Socotec

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr1 DEPTH: m 0.00-0.50

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005374 rev.00 DATE: 23/06/20 internal instrumentation code: 344- 480.

MACROSCOPIC APPEARANCE OF THE SAMPLE Sandy silty Gravel, Light reddish brown

MOISTURE

determination 1 2 3 1 2

N° of shots 18 37 24 wet gross mass (g) 35.50 32.54 33.25 12.46 13.03 3930.56 dry gross mass (g) 26.45 24.70 25.00 10.60 11.08 3571.25 water contained (g) 9.05 7.84 8.25 1.86 1.95 359.31 tare (g) 2.24 2.38 2.26 2.12 2.23 986.89 dry weight (g) 24.21 22.32 22.74 8.48 8.85 2584.36 water content 37.4% 35.1% 36.3% 21.9% 22.0% 13.9%

Natural moisture Wn = 14%

Liquid limit LL = 36%

Plastic limit LP = 22%

Plastic index IP = 14%

Consistency index Ic = 1.57

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

ATTERBERG LIMITS (standard ASTM D4318 A method)

LIQUID LIMIT PLASTIC LIMIT

30%

35%

40%

10 100 number of shots w a te r c o n te n t m_GEO 38 (rev.3 del 03/19)

LIMITI-S1CR1-GF2005374

1 di 1 G6006/Sistema Qualità Socotec

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr2 DEPTH: m 1.00-1.50

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3

Weakly sandy and silty brownish gravel

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR) m_GEO 50 (rev.1 del 03/19) SCHEDA-S1CR2

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr2 DEPTH: m 1.00-1.50

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005348 rev.00 DATE: 23/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288

Weakly sandy and silty brownish gravel

TROUGH A SIEVE nø 10: 17.5 %

TROUGH A SIEVE nø 40: 13.0 %

TROUGH A SIEVE nø 200: 8.9 % a b c d

0 0 0 0

CLASSIFICATION HRB-AASHTO: A 1a

CLASSIFICATION U.S.C.S.: GW-GM

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

ATTERBERG LIMITS - ASTM D4318

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

MOISTURE (%):

CONSISTENCY INDEX (%): 6.24

INDEX GROUP: 0

Calculation coefficients by group index m_GEO 13 (rev 1 del 03/19)

CLASS-S1CR2-GF2005348

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr2 DEPTH: m 1,00-1,50

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005359 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE Weakly sandy and silty brownish gravel

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 1090.01 24.58 24.58 75.42

19.1 1619.79 36.53 61.11 38.89

9.5 442.32 9.97 71.08 28.92

4.75 304.52 6.87 77.95 22.05

2.0 200.88 4.53 82.48 17.52

0.850 35.12 0.79 83.27 16.73

0.425 166.45 3.75 87.03 12.97

0.250 78.45 1.77 88.80 11.20

0.125 83.99 1.89 90.69 9.31

0.075 18.99 0.43 91.12 8.88

0.0536 35.76 0.81 91.93 8.07

0.0390 24.97 0.56 92.49 7.51

0.0286 37.45 0.84 93.33 6.67

0.0188 37.45 0.84 94.18 5.82

0.0139 49.94 1.13 95.30 4.70

0.0100 24.97 0.56 95.87 4.13

0.0072 35.25 0.79 96.66 3.34

0.0052 37.45 0.84 97.51 2.49

0.0031 39.66 0.89 98.40 1.60

0.0013 14.71 0.33 98.73 1.27

0.0009 12.49 0.28 99.01 0.99 fondo 43.71 0.99 100.00 0.00

TOTAL 4434.32 φ max (mm) = 45.74

T° C Time (s) Reading

21 30 32

21 60 30

21 120 27

21 300 24

21 600 20

21 1200 18

22 2400 15

22 4800 12

21 14400 9

20 86400 8

20 172800 7

USCS AGI

> 4,75 mm > 2,00 mm

78.0% 82.5%

> 0,075 mm > 0,06 mm

13.2% 9.2%

> 2 µ > 2 µ

7.5% 6.9%

< 2 µ < 2 µ

1.4% 1.4%

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi calculated calculated

GRAVEL

Sieve Type calculated calculated calculated square square calculated

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

Grain size ratios

Passing the sieve 0.075

(g)

PARTICLE SIZE ANALYSIS

(sieving and sedimentation) - standard ASTM D422 square square square square square square calculated square square square calculated

CLAY

calculated

SILT

calculated calculated

SAND

0.0001 0.001 0.01 0.1 1 10 100 opening(mm) p a s s in g m_GEO 13 (rev 1 del 03/19)

GRANTOTALE-S1CR2-GF2005359

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr2 DEPTH: m 1.00-1.50

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005375 rev.00 DATE: 23/06/20 internal instrumentation code: 344- 480.

MACROSCOPIC APPEARANCE OF THE SAMPLE Weakly sandy and silty brownish gravel

MOISTURE

determination 1 2 3 1 2

N° of shots 33 25 19 wet gross mass (g) 38.74 40.84 39.71 14.52 15.03 5246.88 dry gross mass (g) 33.56 35.09 34.09 12.91 13.35 5071.42 water contained (g) 5.18 5.75 5.62 1.61 1.68 175.46 tare (g) 2.24 2.20 2.20 2.21 2.25 637.10 dry weight (g) 31.32 32.89 31.89 10.70 11.10 4434.32 water content 16.5% 17.5% 17.6% 15.0% 15.1% 4.0%

Natural moisture Wn = 4%

Liquid limit LL = 17%

Plastic limit LP = 15%

Plastic index IP = 2%

Consistency index Ic = 6.24

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

ATTERBERG LIMITS (standard ASTM D4318 A method)

LIQUID LIMIT PLASTIC LIMIT

10%

15%

20%

10 100 number of shots w a te r c o n te n t m_GEO 38 (rev.3 del 03/19)

LIMITI-S1CR2-GF2005375

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr3 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3 weakly silty brownish sandy gravel

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR) m_GEO 50 (rev.1 del 03/19) SCHEDA-S1CR3

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr3 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005349 rev.00 DATE: 23/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288 weakly silty brownish sandy gravel

TROUGH A SIEVE nø 10: 35.2 %

TROUGH A SIEVE nø 40: 21.3 %

TROUGH A SIEVE nø 200: 13.6 % a b c d

0 0 0 0

CLASSIFICATION HRB-AASHTO: A 1a

CLASSIFICATION U.S.C.S.: GM with sand

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

ATTERBERG LIMITS - ASTM D4318

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

MOISTURE (%):

CONSISTENCY INDEX (%): 4.87

INDEX GROUP: 0

Calculation coefficients by group index m_GEO 13 (rev 1 del 03/19)

CLASS-S1CR3-GF2005349

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr3 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005360 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE weakly silty brownish sandy gravel

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 214.95 5.95 5.95 94.05

19.1 969.15 26.84 32.79 67.21

9.5 392.85 10.88 43.67 56.33

4.75 480.60 13.31 56.97 43.03

2.0 283.52 7.85 64.82 35.18

0.850 180.70 5.00 69.83 30.17

0.425 318.75 8.83 78.65 21.35

0.250 119.40 3.31 81.96 18.04

0.125 105.60 2.92 84.88 15.12

0.075 53.10 1.47 86.35 13.65

0.0551 75.99 2.10 88.46 11.54

0.0405 46.87 1.30 89.76 10.24

0.0293 31.25 0.87 90.62 9.38

0.0192 46.87 1.30 91.92 8.08

0.0141 62.49 1.73 93.65 6.35

0.0103 46.87 1.30 94.95 5.05

0.0073 28.48 0.79 95.74 4.26

0.0052 15.62 0.43 96.17 3.83

0.0031 34.01 0.94 97.11 2.89

0.0013 34.03 0.94 98.05 1.95

0.0009 15.63 0.43 98.49 1.51 fondo 54.69 1.51 100.00 0.00

TOTAL 3611.40 φ max (mm) = 41.55

T° C Time (s) Reading

21 30 30

21 60 27

21 120 25

21 300 22

21 600 18

21 1200 15

22 2400 13

22 4800 12

21 14400 10

20 86400 8

20 172800 7

USCS AGI

> 4,75 mm > 2,00 mm

57.0% 64.8%

> 0,075 mm > 0,06 mm

29.4% 23.1%

> 2 µ > 2 µ

11.2% 9.7%

< 2 µ < 2 µ

2.4% 2.4%

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CLAY

calculated

SILT

calculated calculated

SAND

square square calculated square square square calculated

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

Grain size ratios

Passing the sieve 0.075

(g)

PARTICLE SIZE ANALYSIS

(sieving and sedimentation) - standard ASTM D422 square square square square calculated calculated

GRAVEL

Sieve Type calculated calculated calculated square square calculated

0.0001 0.001 0.01 0.1 1 10 100 opening(mm) p a s s in g m_GEO 13 (rev 1 del 03/19)

GRANTOTALE-S1CR3-GF2005360

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

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CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr3 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005376 rev.00 DATE: 23/06/20 internal instrumentation code: 344- 480.

MACROSCOPIC APPEARANCE OF THE SAMPLE weakly silty brownish sandy gravel

MOISTURE

determination 1 2 3 1 2

N° of shots 19 30 25 wet gross mass (g) 32.96 32.23 31.25 20.35 21.25 4489.35 dry gross mass (g) 28.85 28.40 27.46 18.31 19.15 4372.35 water contained (g) 4.11 3.83 3.79 2.04 2.10 117.00 tare (g) 2.14 2.19 2.25 2.23 2.24 760.95 dry weight (g) 26.71 26.21 25.21 16.08 16.91 3611.40 water content 15.4% 14.6% 15.0% 12.7% 12.4% 3.2%

Natural moisture Wn = 3%

Liquid limit LL = 15%

Plastic limit LP = 13%

Plastic index IP = 2%

Consistency index Ic = 4.87

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

ATTERBERG LIMITS (standard ASTM D4318 A method)

LIQUID LIMIT PLASTIC LIMIT

10%

15%

20%

10 100 number of shots w a te r c o n te n t m_GEO 38 (rev.3 del 03/19)

LIMITI-S1CR3-GF2005376

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr3 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15/06 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005344 rev.00 DATE: 23/06/20

Internal instrumentation code 775 - 419 - 436 - 929 - 952 weakly silty brownish sandy gravel

Compaction humidity (%): 3.2

Humidity after 96 hours of immersion (%): 5.7

Swelling (%): 0.09

Apparent bulk density (Mg/m ): 2.46

Dry bulk density (Mg/m ): 2.38

CBR INDEX 2,5 mm: 125.30

CBR INDEX 5 mm: 133.49 penetration penetration force

(mm) (kN)

0.5 2.80

1.0 6.05

1.5 9.56

2.0 13.14

2.5 16.21

3.0 18.69

4.0 22.86

5.0 26.46

7.0 32.65

9.0 37.64

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

TEST DATA

CALIFORNIA BEARING RATIO C.B.R. - standard ASTM D 1883

SPECIMEN DATA: (specimen immersed for 96 hours in water)

MACROSCOPIC APPEARANCE OF THE SAMPLE

PENETRATION CURVE

0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 PENETRATION (mm)

F O

R C

E k N m_GEO 13 (rev 1 del 03/19)

CBR-S1CR3-GF2005344

1 di 1 G6039 /Sistema Qualità Socotec

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

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CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr4 DEPTH: m 7.00-8.00

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3 sandy and silty yellow brownish gravel

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR) m_GEO 50 (rev.1 del 03/19) SCHEDA-S1CR4

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr4 DEPTH: m 7.00-8.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005350 rev.00 DATE: 23/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288 sandy and silty yellow brownish gravel

TROUGH A SIEVE nø 10: 32.9 %

TROUGH A SIEVE nø 40: 22.2 %

TROUGH A SIEVE nø 200: 16.5 % a b c d

0 1 0 2

CLASSIFICATION HRB-AASHTO: A 2 - 6

CLASSIFICATION U.S.C.S.: GC with sand

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CONSISTENCY INDEX (%): 1.50

INDEX GROUP: 0

Calculation coefficients by group index

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

MOISTURE (%):

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

ATTERBERG LIMITS - ASTM D4318

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC m_GEO 13 (rev 1 del 03/19)

CLASS-S1CR4-GF2005350

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr4 DEPTH: m 7.00-8.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005361 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE sandy and silty yellow brownish gravel

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 645.80 13.64 13.64 86.36

19.1 710.05 14.99 28.63 71.37

9.5 669.96 14.15 42.77 57.23

4.75 665.25 14.05 56.82 43.18

2.0 486.19 10.27 67.09 32.91

0.850 96.15 2.03 69.12 30.88

0.425 411.14 8.68 77.80 22.20

0.250 116.55 2.46 80.26 19.74

0.125 116.92 2.47 82.73 17.27

0.075 38.25 0.81 83.53 16.47

0.0536 70.81 1.50 85.03 14.97

0.0390 49.45 1.04 86.07 13.93

0.0286 74.17 1.57 87.64 12.36

0.0188 74.17 1.57 89.21 10.79

0.0137 74.17 1.57 90.77 9.23

0.0100 74.17 1.57 92.34 7.66

0.0071 45.09 0.95 93.29 6.71

0.0052 74.15 1.57 94.86 5.14

0.0031 53.82 1.14 95.99 4.01

0.0013 53.84 1.14 97.13 2.87

0.0009 24.73 0.52 97.65 2.35 fondo 111.28 2.35 100.00 0.00

TOTAL 4736.10 φ max (mm) = 47.15

T° C Time (s) Reading

21 30 32

21 60 30

21 120 27

21 300 24

21 600 21

21 1200 18

22 2400 16

22 4800 13

21 14400 11

20 86400 9

20 172800 8

USCS AGI

> 4,75 mm > 2,00 mm

56.8% 67.1%

> 0,075 mm > 0,06 mm

26.7% 17.4%

> 2 µ > 2 µ

13.0% 12.0%

< 2 µ < 2 µ

3.4% 3.4%

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CLAY

calculated

SILT

calculated calculated

SAND

square square calculated square square square calculated

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

Grain size ratios

Passing the sieve 0.075

(g)

PARTICLE SIZE ANALYSIS

(sieving and sedimentation) - standard ASTM D422 square square square square calculated calculated

GRAVEL

Sieve Type calculated calculated calculated square square calculated

0.0001 0.001 0.01 0.1 1 10 100 opening(mm) p a s s in g m_GEO 13 (rev 1 del 03/19)

GRANTOTALE-S1CR4-GF2005361

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S1 Cr4 DEPTH: m 7.00-8.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005377 rev.00 DATE: 23/06/20 internal instrumentation code: 344- 480.

MACROSCOPIC APPEARANCE OF THE SAMPLE sandy and silty yellow brownish gravel

MOISTURE

determination 1 2 3 1 2

N° of shots 33 23 18 wet gross mass (g) 35.03 41.63 40.25 14.20 13.99 6546.90 dry gross mass (g) 28.62 33.44 32.01 12.81 12.59 6202.20 water contained (g) 6.41 8.19 8.24 1.39 1.40 344.70 tare (g) 2.28 2.12 2.25 2.26 2.36 1466.10 dry weight (g) 26.34 31.32 29.76 10.55 10.23 4736.10 water content 24.3% 26.1% 27.7% 13.2% 13.7% 7.3%

Natural moisture Wn = 7%

Liquid limit LL = 26%

Plastic limit LP = 13%

Plastic index IP = 12%

Consistency index Ic = 1.50

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

ATTERBERG LIMITS (standard ASTM D4318 A method)

LIQUID LIMIT PLASTIC LIMIT

20%

25%

30%

10 100 number of shots w a te r c o n te n t m_GEO 38 (rev.3 del 03/19)

LIMITI-S1CR4-GF2005377

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr1 DEPTH: m 0.40-1.00

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3 clay with sandy and gravelly silt reddish brown

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR) m_GEO 50 (rev.1 del 03/19) SCHEDA-S2CR1

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr1 DEPTH: m 0.40-1.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005352 rev.00 DATE: 23/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288 clay with sandy and gravelly silt reddish brown

TROUGH A SIEVE nø 10: 78.2 %

TROUGH A SIEVE nø 40: 70.6 %

TROUGH A SIEVE nø 200: 66.1 % a b c d

31 40 3 9

CLASSIFICATION HRB-AASHTO: A 7 - 6

CLASSIFICATION U.S.C.S.: CL

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

ATTERBERG LIMITS - ASTM D4318

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

MOISTURE (%):

CONSISTENCY INDEX (%): 138

INDEX GROUP: 10

Calculation coefficients by group index m_GEO 13 (rev 1 del 03/19)

CLASS-S2CR1-GF2005352

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr1 DEPTH: m 0.40-1.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005363 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE clay with sandy and gravelly silt reddish brown

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 0.00 0.00 0.00 100.00

19.1 240.62 10.43 10.43 89.57

9.5 107.00 4.64 15.06 84.94

4.75 63.30 2.74 17.80 82.20

2.0 91.36 3.96 21.76 78.24

0.850 83.84 3.63 25.40 74.60

0.425 92.24 4.00 29.39 70.61

0.250 34.64 1.50 30.89 69.11

0.125 38.36 1.66 32.56 67.44

0.075 31.76 1.38 33.93 66.07

0.0529 90.11 3.90 37.84 62.16

0.0379 48.34 2.09 39.93 60.07

0.0272 48.34 2.09 42.02 57.98

0.0174 48.34 2.09 44.12 55.88

0.0126 96.68 4.19 48.31 51.69

0.0092 96.68 4.19 52.50 47.50

0.0065 64.09 2.78 55.27 44.73

0.0046 24.17 1.05 56.32 43.68

0.0027 56.77 2.46 58.78 41.22

0.0012 105.16 4.56 63.34 36.66

0.0008 96.70 4.19 67.53 32.47 fondo 749.45 32.47 100.00 0.00

TOTAL 2307.96 φ max (mm) = 38.10

T° C Time (s) Reading

21 30 33

21 60 32

21 120 31

21 300 30

21 600 28

21 1200 26

22 2400 24.5

22 4800 24

21 14400 23

20 86400 21

20 172800 19

USCS AGI

> 4,75 mm > 2,00 mm

17.8% 21.8%

> 0,075 mm > 0,06 mm

16.1% 14.7%

> 2 µ > 2 µ

26.5% 24.0%

< 2 µ < 2 µ

39.6% 39.6%

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CLAY

calculated

SILT

calculated calculated

SAND

calculated square square square calculated square square

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

Grain size ratios

Passing the sieve 0.075

(g)

PARTICLE SIZE ANALYSIS

(sieving and sedimentation) - standard ASTM D422 square square square square calculated calculated

GRAVEL

Sieve Type calculated calculated calculated square square calculated

0.0001 0.001 0.01 0.1 1 10 100 opening(mm) p a s s in g m_GEO 13 (rev 1 del 03/19)

GRANTOTALE-S2CR1-GF2005363

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr1 DEPTH: m 0.40-1.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2004379 rev.00 DATE: 23/06/20 internal instrumentation code: 344- 480.

MACROSCOPIC APPEARANCE OF THE SAMPLE clay with sandy and gravelly silt reddish brown

MOISTURE

determination 1 2 3 1 2

N° of shots 18 24 32 wet gross mass (g) 30.92 32.32 31.62 13.60 14.02 3673.08 dry gross mass (g) 22.13 23.25 23.00 11.44 11.80 3293.14 water contained (g) 8.79 9.07 8.62 2.16 2.22 379.94 tare (g) 2.31 2.11 2.20 2.22 2.50 985.18 dry weight (g) 19.82 21.14 20.80 9.22 9.30 2307.96 water content 44.3% 42.9% 41.4% 23.4% 23.9% 16.5%

Natural moisture Wn = 16%

Liquid limit LL = 43%

Plastic limit LP = 24%

Plastic index IP = 19%

Consistency index Ic = 1.38

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

ATTERBERG LIMITS (standard ASTM D4318 A method)

LIQUID LIMIT PLASTIC LIMIT

40%

45%

50%

10 100 number of shots w a te r c o n te n t m_GEO 38 (rev.3 del 03/19)

LIMITI-S2CR1-GF2005379

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr2 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR)

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3 weakly sandy brownish red silty clay m_GEO 50 (rev.1 del 03/19) SCHEDA-S2CR2

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr2 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005351 rev.00 DATE: 23/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288 weakly sandy brownish red silty clay

TROUGH A SIEVE nø 10: 96.6 %

TROUGH A SIEVE nø 40: 94.3 %

TROUGH A SIEVE nø 200: 92.2 % a b c d

40 40 10 12

CLASSIFICATION HRB-AASHTO: A 7 - 6

CLASSIFICATION U.S.C.S.: CH

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

INDEX GROUP: 15

Calculation coefficients by group index

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

CONSISTENCY INDEX (%): 1.00

ATTERBERG LIMITS - ASTM D4318

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

MOISTURE (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

m_GEO 13 (rev 1 del 03/19)

CLASS-S2CR2-GF2005351

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr2 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005362 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE weakly sandy brownish red silty clay

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 0.00 0.00 0.00 100.00

19.1 0.00 0.00 0.00 100.00

9.5 1.40 0.20 0.20 99.80

4.75 10.78 1.57 1.78 98.22

2.0 11.26 1.64 3.42 96.58

0.850 7.25 1.06 4.48 95.52

0.425 8.25 1.20 5.69 94.31

0.250 3.19 0.47 6.15 93.85

0.125 3.14 0.46 6.61 93.39

0.075 8.25 1.20 7.82 92.18

0.0521 17.29 2.53 10.34 89.66

0.0374 20.01 2.92 13.26 86.74

0.0268 20.01 2.92 16.19 83.81

0.0172 20.01 2.92 19.11 80.89

0.0125 40.03 5.85 24.95 75.05

0.0091 40.03 5.85 30.80 69.20

0.0066 56.55 8.26 39.06 60.94

0.0047 20.01 2.92 41.98 58.02

0.0028 23.51 3.43 45.41 54.59

0.0012 63.56 9.28 54.69 45.31

0.0009 40.04 5.85 60.54 39.46 fondo 270.24 39.46 100.00 0.00

TOTAL 684.80 φ max (mm) = 10.05

T° C Time (s) Reading

21 30 34

21 60 33

21 120 32

21 300 31

21 600 29

21 1200 27

22 2400 24

22 4800 23

21 14400 22

20 86400 19

20 172800 17

USCS AGI

> 4,75 mm > 2,00 mm

1.8% 3.4%

> 0,075 mm > 0,06 mm

6.0% 5.9%

> 2 µ > 2 µ

41.1% 39.6%

< 2 µ < 2 µ

51.0% 51.0%

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

CLAY

calculated

SILT

calculated calculated

SAND

square square calculated square square square calculated

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

Grain size ratios

Passing the sieve 0.075

(g)

PARTICLE SIZE ANALYSIS

(sieving and sedimentation) - standard ASTM D422 square square square square calculated calculated

GRAVEL

Sieve Type calculated calculated calculated square square calculated

0.0001 0.001 0.01 0.1 1 10 100 opening(mm) p a s s in g m_GEO 13 (rev 1 del 03/19)

GRANTOTALE-S2CR2-GF2005362

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr2 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005378 rev.00 DATE: 23/06/20 internal instrumentation code: 344- 480.

MACROSCOPIC APPEARANCE OF THE SAMPLE weakly sandy brownish red silty clay

MOISTURE

determination 1 2 3 1 2

N° of shots 32 26 18 wet gross mass (g) 33.26 33.60 30.77 13.39 13.56 1333.63 dry gross mass (g) 23.16 23.17 21.08 10.95 11.09 1142.12 water contained (g) 10.10 10.43 9.69 2.44 2.47 191.51 tare (g) 2.17 2.20 2.23 2.23 2.26 457.32 dry weight (g) 20.99 20.97 18.85 8.72 8.83 684.80 water content 48.1% 49.7% 51.4% 28.0% 28.0% 28.0%

Natural moisture Wn = 28%

Liquid limit LL = 50%

Plastic limit LP = 28%

Plastic index IP = 22%

Consistency index Ic = 1.00

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

ATTERBERG LIMITS (standard ASTM D4318 A method)

LIQUID LIMIT PLASTIC LIMIT

40%

45%

50%

55%

60%

10 100 number of shots w a te r c o n te n t m_GEO 38 (rev.3 del 03/19)

LIMITI-S2CR2-GF2005378

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S2 Cr2 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15/06 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005345 rev.00 DATE: 23/06/20

Internal instrumentation code 775 - 419 - 436 - 929 - 952 weakly sandy brownish red silty clay

Compaction humidity (%): 24.4

Humidity after 96 hours of immersion (%): 28.6

Swelling (%): 0.40

Apparent bulk density (Mg/m ): 1.94

Dry bulk density (Mg/m ): 1.56

CBR INDEX 2,5 mm: 5.07

CBR INDEX 5 mm: 5.53 penetration penetration force

(mm) (kN)

0.5 0.15

1.0 0.29

1.5 0.44

2.0 0.56

2.5 0.67

3.0 0.77

4.0 0.95

5.0 1.10

7.0 1.36

9.0 1.54

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

TEST DATA

CALIFORNIA BEARING RATIO C.B.R. - standard ASTM D 1883

SPECIMEN DATA: (specimen immersed for 96 hours in water)

MACROSCOPIC APPEARANCE OF THE SAMPLE

PENETRATION CURVE

0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 PENETRATION (mm)

F O

R C

E k N m_GEO 13 (rev 1 del 03/19)

CBR-S2CR2-GF2005345

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SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy

PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S3 Cr1 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

The sample was stored in a tank at controlled temperature and humidity.

X X

X

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

TEST PERFORMED

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

GENERAL SHEET OF THE SAMPLE

Lithological description

Degree of quality of sample Q3 weakly sandy an clayey gravel vith silt ligth bownish and reddish

Particle size analysis

Atterberg Limits

Soil Classification

California Bearing Ratio (CBR) m_GEO 50 (rev.1 del 03/19) SCHEDA-S3CR1

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S3 Cr1 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005353 rev.00 DATE: 23/06/20

Internal instrumentation code: 344 - 419 - 480 - 717 - 716 - 288 weakly sandy an clayey gravel vith silt ligth bownish and reddish

TROUGH A SIEVE nø 10: 46.0 %

TROUGH A SIEVE nø 40: 42.8 %

TROUGH A SIEVE nø 200: 38.2 % a b c d

3 23 0 0

CLASSIFICATION HRB-AASHTO: A 6

CLASSIFICATION U.S.C.S.: GC

Soil Laboratory Director: Technician:

dott. geol. Massimo Romagnoli dott. Geol. Luciano Rossi

LIQUID LIMIT (%):

PLASTIC LIMIT (%):

PLASTIC INDEX (LL-LP) (%):

Azienda con Sistemi di Gestione certificati da Certiquality - Qualità Ambiente Sicurezza - UNI EN ISO 9001-2008 - UNI EN ISO 14001-2004 - BS OHSAS 18001-2007

Laboratorio Geotecnico autorizzato con Dec. n. 486 del 20/09/2019, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC

CLASSIFICATION HRB-AASHTO*

MACROSCOPIC APPEARANCE OF THE SAMPLE

ATTERBERG LIMITS - ASTM D4318

PARTICLE SIZE ANALYSIS - ASTM D422

PARAMETER VALUE

MOISTURE (%):

CONSISTENCY INDEX (%): 158

INDEX GROUP: 1

Calculation coefficients by group index m_GEO 13 (rev 1 del 03/19)

CLASS-S3CR1-GF2005353

Tel.: +39 0532 56771 - Fax.: +39 0532 56119

SOCOTEC ITALIA Srl – P.Iva 01872430648

Headquarters: Via Bariola, 101-103 - 20020 Lainate (MI)

Tel.: +39 02 9375 0000 - Fax: +39 02 9375 0099 www.socotec.it

CLIENT: Golder Associates Srl - Via Antonio Banfo, 43 - 10155 Torino

LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT

SAMPLE S3 Cr1 DEPTH: m 2.00-3.00

JOB: 21516FE/20 TEST DURATION: 15 - 20/06/20

OFFICIAL REPORT: GF/250/20 RECEIVEMENT DATE: 15/06/20

GEO - CERTIFICATE: GF2005364 rev.00 DATE: 23/06/20

Internal instrumentation code: 480, 419, 348, 432, 570, 571, 572, 573, 290, 291, 292, 293, 282, 283, 286

MACROSCOPIC APPEARANCE OF THE SAMPLE weakly sandy an clayey gravel vith silt ligth bownish and reddish

Sieve size W. Retained S. Retained C. Retained C. Passing

(mm) (g) (%) (%) (%)

76.2 0.00 0.00 0.00 100.00

38.1 573.60 15.17 15.17 84.83

19.1 732.00 19.35 34.52 65.48

9.5 419.70 11.10 45.62 54.38

4.75 194.40 5.14 50.76 49.24

2.0 122.40 3.24 53.99 46.01

0.850 63.30 1.67 55.67 44.33

0.425 58.65 1.55 57.22 42.78

0.250 28.65 0.76 57.98 42.02

0.125 82.80 2.19 60.16 39.84

0.075 60.45 1.60 61.76 38.24

0.0536 131.31 3.47 65.24 34.76

0.0390 91.69 2.42 67.66 32.34

0.0286 137.54 3.64 71.30 28.70

0.0188 137.54 3.64 74.93 25.07

0.0136 91.69 2.42 77.36 22.64

0.0098 91.69 2.42 79.78 20.22

0.0070 83.64 2.21 81.99 18.01

0.0051 137.51 3.64 85.63 14.37

0.0031 145.63 3.85 89.48 10.52

0.0013 99.83 2.64 92.12 7.88

0.0009 91.71 2.42 94.54 5.46 fondo 206.35 5.46 100.00 0.00

TOTAL 3782.10 φ max (mm) = 46.45

T° C Time (s) Reading

21 30 32

21 60 30

21 120 27

21 300 24

21 600 22

21 1200 20

22 2400 18

22 4800 15

21 14400 12

20 86400 10

20 172800 8

USCS AGI

> 4,75 mm > 2,00 mm

50.8% 54.0%

>…