Att. I - Appendix A - Boring logs.pdf
PDF 5 MB Posted
- Solicitation number
- N6247021R0003
About this file
This document contains boring logs and core samples from geotechnical investigations conducted for the Construction of Entry Control Point at Aviano Air Base project. The logs document soil conditions at depths of up to 10 meters at seven borehole locations near the project site. Soil types encountered include silty clayey gravel, sandy silty gravel, and clayey silt. Depths, strata, sample types, and Standard Penetration Test blow counts are indicated for each borehole. The related federal contract opportunity is a solicitation issued by the Naval Facilities Engineering Command for the Construction of Entry Control Point at Aviano Air Base in Italy. Offerors are to provide construction services in accordance with Solicitation N6247021R0003 and attachments.
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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 2
BOREHOLE LOGS
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S1 REPORT N°: SF200556 DEPTH: 10.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 9.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 156.150 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84): LAT.: LONG.:
x x x -x x x -
1.60 1.60 x x x x
7 5.40 7.00 x x - -
10 3.00 10.00
M E T H
O D
A N
T
O L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
C A S
IN
G Ø m m
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
C A S
IN
G Ø m m
15/06/20
D E P T H
9.00
N U
M B
M E T E R S
LITOLOGY STRATRIGRAPHY
0.00
SAMPLE
T Y P E
Silty clayey gravel weakly sandy, with cobbles, brown - light brown colored. Dry. Sub-angular. Rarely flat and elongated, Ø max 80
mm. Mostly carbonatic with weakly reaction to hydrochloric acid.
GM - GC.
G R A N
A T T E R B
LAB TESTSAMPLE
C R
1.00
T Y P E
2.00
3.00
5.00
4.00
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
CR4
10.00
10.00-10.10 m
SPT10
CR1
SPT4
CR3
CR2
0.00
0.50
1.00
2.00
3.00
4.00
5.00
6.00
9.00
7.00
8.00
Silty - sandy gravel light brown colored. Dry. Sub-rounded.
Occasionally flat and elongated, Ø max 60 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
10.00
C A
C A
N U
M B
D E P T H
C R
C A
C A
C R
C R
1.50
G R O
U N
D
W A T E R
L
V E L
SPT
SPT1
1.00-1.45 m
8-14-28
CONED TIP
SPT2
2.00-2.12 m
R
CONED TIP
SPT3
3.00-3.13 m
R
CONED TIP
4.00-4.05 m R
CONED TIP
SPT5
5.00-5.29 m
43-R
CONED TIP
7.00-7.45 m 14-17-26
CONED TIP
SPT6
6.00-6.13 m
R
CONED TIP
SPT8
SPT7
N O
G R
O U
N D
W A T E R
9.00-9.27 m 34-R
CONED TIP
T H
IK
N
E S S
CONED TIP
R
Strongly silty gravel, weakly clayey - weakly moist, brown colored. Dry. Angular. Occasionally flat and elongated, Ø max 45 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
BOREHOLE END 10.00 m
D E P T H
8.00-8.42 m 13-27-R
C L A S S
C B R
C A
510439.6832 312940.6902
CONED TIP
SPT9
pag 1 di 2
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S1 REPORT N°: SF200556 DEPTH: 10.00 m
DATE: OPERATOR: BIASIOLI CASING: 9.00 m
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 156.150 m a.s.l.
COORDINATES (WGS84): LAT.: LONG.:
PHOTOGRAPHIC REPORT
15/06/20
510439.6832 312940.6902
Core box 1: from 0.00 to 5.00 meters
Core box 2: from 5.00 to 10.00 meters pag 2 di 2
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S2 REPORT N°: SF200557 DEPTH: 3.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 2.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.694 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84):LAT.: 5104386.7555 LONG.:
0.05 0.05
0.35 0.40 x x x -x x x x
3 2.60 3.00
312918.6201
N O
G R
O U
N D
W A T E R
C R
CR2
5-6-7
Clayey silt weakly gravely, brown colored. Dry. ML
SPT2
2.00-2.45 m
C R
1.00-1.45 m
BOREHOLE END 3.00 m
D E P T H
Asphalt concrete
C L A S S
C B R
7-8-9
SPT3
3.00-3.45 m
SPT1
5-5-6
SPT
G R O
U N
D
W A T
V E L
2.00
N U
M B
C A
C A
C A
3.00
0.40
1.00
D E P T H
CR1
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
3.00
T Y P E
2.00
G R A N
A T T E R B
LAB TESTSAMPLE
1.00
M E T E R S
LITOLOGY STRATRIGRAPHY
0.00
SAMPLE
T Y P E
T H
IK
N
E S S
Fill material: sandy silty gravel, brown colored. Dry. Sub-angular. Mostly carbonatic. Ø max 30 mm. GM-GC
M E T H
D T
O O
L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
13/06/20
D E P T H
N U
M B
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S2 REPORT N°: SF200557 DEPTH: 3.00 m
DATE: OPERATOR: BIASIOLI CASING: 2.00 m
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.694 m a.s.l.
COORDINATES (WGS84):LAT.: 5104386.7555 LONG.:
Core box 1: from 0.00 to 3.00 meters
13/06/20
312918.6201
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S3 REPORT N°: SF200558 DEPTH: 3.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 2.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.062 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84):LAT.: 5104383.6949 LONG.:
0.05 0.05
0.35 0.40
1.20 1.60 x x x -
3 1.40 3.00
312887.9398
N O
G R
O U
N D
W A T E R
C R
Asphalt concrete
Fill material: sandy silty gravel, with cobbles, light-brown colored. Dry. Sub-rounded. Mostly carbonatic. Ø max 100 mm.
GM-GC
T H
IK
N
E S S
BOREHOLE END 3.00 m
D E P T H
C L A S S
C B R
SPT3
3.00-3.16 m
26-R
CONED TIP
CONED TIP
SPT2
2.00-2.45 m
6-6-6
1.00-1.45 m 3-3-5
SPT1
SPT
G R O
U N
D
W A T
V E L
C A
C A
3.00
2.00
1.00
CR1
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
N U
M B
D E P T H
3.00
2.00
1.00
T Y P E
G R A N
A T T E R B
LAB TESTSAMPLE
T Y P E
M E T H
D T
O O
L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
N U
M B
M E T E R S
LITOLOGY STRATRIGRAPHY
C A
SAMPLE
Clayey gravely silt, with sub-angular cobbles, brown colored. Dry.
ML
Sandy silty clayey gravel, with cobbles, light-brown colored. Dry.
Sub-angular rarely flat and elongated. Mostly carbonatic with weakly reaction to hydrochloric acid. Ø max 80mm. GM-GC
12/06/20
D E P T H
0.30
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S3 REPORT N°: SF200558 DEPTH: 3.00 m DATE: OPERATOR: BIASIOLI CASING: 2.00 m JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.062 m a.s.l.
COORDINATES (WGS84):LAT.: 5104383.6949 LONG.:
12/06/20
312887.9398
Core box 1: from 0.00 to 3.00 meters
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S4 REPORT N°: SF200559 DEPTH: 10.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 9.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.500 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84):LAT.: 5104424.0322 LONG.:
0.2 0.20
0.6 0.80
1 0.4 1.00
0.3 1.30
X X X X
2.8 4.10
X X - -
1.4 5.45
0.7 6.10
X X - -
1.4 7.50
X X - -
10 2.5 10.00
312890.9345
C R
15/06/20
D E P T H
T H
IK
N
E S S
M E T H
D T
O O
L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
C A S
IN
G Ø m m
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
C A S
IN
G Ø m m
SPT3
3.00-3.45m
5-13-13
CONED TIP
4-5-7
CONED TIP
SPT2
2.00-2.45m
SPT1
1.00-1.45m
8-15-10
N O
G R
O U
N D
W A T E R
SPT
G R O
U N
D
W A T
V E L
Silty sandy gravel, weakly clayey, light brown colored.
Water-saturated (probably due to rainwater, not to groundwater). Sub-rounded. Occasionally flat and elongated, Ø max 45 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
Silty clayey gravel weakly sandy, light brown colored.
Dry. Sub-rounded. Occasionally flat and elongated, Ø max 60 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
Silty sandy gravel, light brown colored. Dry. Sub-rounded. Occasionally flat and elongated, Ø max 45 mm.
Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
Silty sandy gravel weakly clayey with cobbles, light brown colored. Angular - sub-angular. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC
Clayey organic silt black colored. CH.
Silty sandy gravel, light brown colored. Dry. Sub-rounded. Occasionally flat and elongated, Ø max 60 mm.
Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
Clayey silt, weakly gravely, brown colored. Dry.
Sub-angular, rarely flat and elongated Ø max 80
mm. Mostly carbonatic with weakly reaction to hydrochloric acid. ML.
C A
C R
C R
4.00
Topsoil
BOREHOLE END 10.00 m
1.00
C A
6.00
5.00
M E T E R S
LITOLOGY STRATRIGRAPHY
0.00
N U
M B
SAMPLE
T Y P E
G R A N
A T T E R B
LAB TEST
C L A S S
C B R
D E P T H
CR1
2.00
1.00
7.00
9.00
10.00
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
CR4
CR2
CR2
4.00
SAMPLE
T Y P E
N U
M B
D E P T H
2.00
5.00
6.00
7.00
9.00
10.00
C R
Silty gravel, weakly clayey - Weakly moist, brown colored. Dry. Angular. Occasionally flat and elongated. Ø max 80 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
C A
C A
C A
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S4 REPORT N°: SF200559 DEPTH: 10.00 m
DATE: OPERATOR: BIASIOLI CASING: 9.00 m
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.500 m a.s.l.
COORDINATES (WGS84):LAT.: 5104424.0322 LONG.:
15/06/20
312890.9345
Core box 1: from 0.00 to 5.00 meters
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S5 REPORT N°: SF200560 DEPTH: 3.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 2.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.187 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84):LAT.: 5104414.2533 LONG.:
0.05 0.05
0.15 0.20
0.50 0.70
0.80 1.50 x x x -
3 1.50 3.00
312863.9708
C A
Sandy silty gravel, with cobbles, light-brown colored. Dry. Sub-angular. Mostly carbonatic. Ø max 80mm. GM-GC
Clayey gravely silt, weakly sandy, brown colored. Dry. ML-CL
2.00
N O
G R
O U
N D
W A T E R
C R
Asphalt concrete
Fill material: sandy gravel, with cobbles, light-brown colored.
Dry. Angular. Mostly carbonatic with weakly reaction to hydrochloric acid. Ø max 140 mm. GP-GW
T H
IK
N
E S S
BOREHOLE END 3.00 m
D E P T H
C L A S S
C B R
SPT3
3.00-3.25 m
44-R
CONED TIP
CONED TIP
SPT2
2.00-2.28 m
43-R
1.00-1.45 m 6-17-28
SPT1
SPT
G R O
U N
D
W A T
V E L
C A
C A
3.00
CR2
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
N U
M B
3.00
2.00
1.00
G R A N
A T T E R B
LAB TESTSAMPLE
T Y P E
D E P T H
M E T H
D T
O O
L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
N U
M B
M E T E R S
LITOLOGY STRATRIGRAPHY
0.00
SAMPLE
T Y P E
11/06/20
D E P T H
Sandy silty gravel, with cobbles, light-brown colored. Dry. Sub-rounded rarely flat and elongated. Mostly carbonatic with weakly reaction to hydrochloric acid. Ø max 110 mm. GM-GC
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S5 REPORT N°: SF200560 DEPTH: 3.00 m
DATE: OPERATOR: BIASIOLI CASING: 2.00 m
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.187 m a.s.l.
COORDINATES (WGS84):LAT.: 5104414.2533 LONG.:
11/06/20
312863.9708
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S6 REPORT N°: SF200561 DEPTH: 3.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 2.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.439 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84): LAT.: 5104471.7295 LONG.:
0.05 0.05
0.15 0.20 x x x -
1.10 1.30
- - - x
3 1.40 3.00
312886.7196
N O
G R
O U
N D
W A T E R
19-20-R
1.00-1.45 m
CR2
SPT2
2.00-2.40 m
2.00
T H
IK
N
E S S
BOREHOLE END 3.00 m
D E P T H
CONED TIP
SPT1
9-19-22
CONED TIP
SPT
CR1
G R O
U N
D
W A T
V E L
C A
C A
1.00
0.20
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
N U
M B
3.00
2.00
1.00
SAMPLE
T Y P E
D E P T H
C L A S S
C B R
M E T E R S
LITOLOGY STRATRIGRAPHY
0.00
T Y P E
SAMPLE
Asphalt concrete
Fill material: sandy silty gravel, light-brown colored. Dry. Sub-rounded. Mostly carbonatic. Ø max 50 mm.
GP-GW
M E T H
D T
O O
L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
N U
M B
C R
G R A N
A T T E R B
LAB TEST
11/06/20
D E P T H
C A
Sandy silty clayey gravel, with cobbles, brown colored. Dry. Sub-angular. Mostly carbonatic with weakly reaction to hydrochloric acid. Ø max 100mm. GM-GC
Sandy silty gravel, with cobbles, light-brown colored. Dry. Sub-rounded rarely flat and elongated. Mostly carbonatic with weakly reaction to hydrochloric acid. Ø max 120 mm. GM-GC
C R
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S6 REPORT N°: SF200561 DEPTH: 3.00 m
DATE: OPERATOR: BIASIOLI CASING: 2.00 m
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.439 m a.s.l.
COORDINATES (WGS84): LAT.: 5104471.7295 LONG.:
11/06/20
312886.7196
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
BOREHOLE: S7 REPORT N°: SF200562 DEPTH: 10.00 m Undisturbed sample (Sh)
DATE: OPERATOR: BIASIOLI CASING: 9.00 m Remolded sample (CR)
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.663 m a.s.l. Environmental sample (CA)
COORDINATES (WGS84): LAT.: 5104488.0188 LONG.:
0.05 0.05 x x - -
0.55 0.60
0.85 1.45 x x x -
2 0.55 2.00 x x - -
10 8.00 10.00
312893.9215
M E T H
D T
O O
L
C O
N T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m C
O N
T
IN
O U
S C
O R
E D
R
IL
L
IN
G Ø m m
C A S
IN
G Ø m m
M E T E R S
LITOLOGY STRATRIGRAPHY
0.00
9.00
Silty clayey gravel, brown colored. Dry. Sub-angular. Ø max 50
mm. Mostly carbonatic with weakly reaction to hydrochloric acid.
GM - GC
Clayey silty sandy gravel, brown colored. Dry. Sub-rounded. Rarely flat and elongated, Ø max 50 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM - GC.
Silty sandy gravel, light brown colored. Dry. Sub-rounded, rarely flat and elongated. Ø max 60 mm. Mostly carbonatic with weakly reaction to hydrochloric acid. GM -
GC.
N U
M B
N U
M
12/06/20
D E P T H
T H
IK
N
E S
S SAMPLE
T Y P E
G R A N
A T T E R B
LAB TESTSAMPLE
P R O
F
1.00
T
IP
O
2.00
4.00
5.00
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
10.00
CR3
CR2
CR1
0.10
2.00
0.80
1.50
3.00
4.00
5.00
6.00
7.00
8.00
10.00
9.00
C A
C A
C A
C R
G R O
U N
D
W A T
V E L
C R
SPT
SPT1
1.00-1.45 m
4-3-8
CONED TIP
SPT2
2.00-2.45 m
6-17-44
CONED TIP
SPT3
3.00-3.13 m
R
CONED TIP
N O
G R
O U
N D
W A T E R
BOREHOLE END 10.00 m
D E P T H
C A
C R
C L A S S
C B R
Topsoil
Clayey sandy gravely silt, with cobbles, brown colored. Dry. SC
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
CONTRACTOR: Golder Associates S.r.l. - via Antonio Banfo 43, 10155 Torino
A-E Contract No.: N62742-D-0004 Task Order: - eProjects Work Order No.: 1631931
PROJECT LOCATION: Aviano Air Base Italy PROJECT TITLE: FY21 MILCON PROJECT P-23005, Area A1 ENTRY CONTROL POINT
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
BOREHOLE: S7 REPORT N°: SF200562 DEPTH: 10.00 m
DATE: OPERATOR: BIASIOLI CASING: 9.00 m
JOB: 21516/20 SITE GEOLOGIST: FRENO ELEVATION: 155.663 m a.s.l.
COORDINATES (WGS84): LAT.: 5104488.0188 LONG.:
12/06/20
312893.9215
Core box 1: from 0.00 to 5.00 meters
File details come from the government source that posted it. Updated .