tarlton 360 geo-tech report · geologic setting of site geologic map of the austin area, texas 1992...
TRANSCRIPT
Approximate location of site in yellow. CAPCOG contours (2008) in orange.
TCAD parcels (2010) in black.
NAPP Aerial Photograph of Site – 1995
Source: TEXAS NATURAL RESOURCES INFORMATION SYSTEM 3.75-minute DOQQ. 1-meter ground resolution. apx. date 1995-6
(http://www.tnris.state.tx.us/digital.htm)
Approximate location of site in yellow. CAPCOG contours (2008) in orange.
TCAD parcels (2010) in black.
Aerial Photograph of Site – 2012
Source: TEXAS NATURAL RESOURCES INFORMATION SYSTEM Apx. Date - 2012
(ftp://ftp2.tnris.org/NAIPCCMs/12/)
Approximate location of site in blue.
U.S. 7.5 Minute Series Topographic Map
Austin West Quadrangle, Texas Contour Interval = 10 feet
Source: TEXAS NATURAL RESOURCES INFORMATION SYSTEM (http://www.tnris.state.tx.us/digital.htm)
Approximate location of site in yellow.
Geologic Setting of Site
Geologic Map of the Austin Area, Texas 1992 Contour Interval = 20 feet
Source: Bureau of Economic Geology, The University of Texas at Austin, Plate VII
9
44
Kdr
1413
1126
1939
4.5
4.5
4.5
CL
CH
Hole Size: 4.5 in.
Drill Date: August 30, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 3Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-1
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, yellowish tan, silty, with calcium, damp
LIMESTONE, pale brown, severely weathered,dry
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp
0
5
10
15
20
25
30
LOG OF BORING
44
Kdr
4968
4749
8063
70
CH
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 2 OF 3Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-1
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp(continued)
... bluish gray 39.0' to 64.0'
... olive tan below 64.0'
30
35
40
45
50
55
60
LOG OF BORING
41
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 3 OF 3Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-1
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
Bottom of hole at 65.0 feet.65
LOG OF BORING
14
45
44
Kdr
2.5
0.5
3.0
3.5
4.5
4.5
4.5
4.5
4.5
CL
CH
Hole Size: 4.5 in.
Drill Date: September 7, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-2
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, yellowish tan, silty, with calcium, damp
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp
qc= 2,700 psf at 5'
qc= 8,000 psf at 9'
0
5
10
15
20
25
30
LOG OF BORING
Kdr 23
CH
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 2 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-2
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp(continued)
Bottom of hole at 35.0 feet.
30
35
LOG OF BORING
Kdr
2333
3741
38
4.5
4.5
4.5
CH
Hole Size: 4.5 in.
Drill Date: September 4, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-3
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp
... olive gray and tan below 13.5'
0
5
10
15
20
25
30
LOG OF BORING
33
43
Kdr
4659
6947
50+
CH
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 2 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-3
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp(continued)
Bottom of hole at 55.0 feet.
30
35
40
45
50
55
LOG OF BORING
31
32
40
34
Kdr
1013
1618
1822
1.0
1.0
CH
CL
CH
Hole Size: 4.5 in.
Drill Date: September 14, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-4
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
FILL, olive green and dark gray, CLAY, withlimestone fragments, damp
... olive green below 2.5'
FILL, light brown, SAND, with gravel, damp
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp
0
5
10
15
20
25
30
LOG OF BORING
Kdr 50+
CH
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 2 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-4
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, gray and yellowish tan, with calcium,with gypsum crystals, hard, damp(continued)
Bottom of hole at 35.0 feet.
30
35
LOG OF BORING
32
41
20Kdr
Kgt
85 (
73)
96
1113
2327
5050
+
CH
Hole Size: 4.5 in.
Drill Date: September 14, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-6
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, dark gray and olive gray, with limestonefragments, with gravel, with calcium, withgypsum crystals, hard, damp
... gray and yellowish tan 5.0' to 24.0'
... yellowish tan, with severely weatheredlimestone below 24.0'
LIMESTONE, pale brown, hard, dry
qu= 786 tsf; = 157 pcf at 29.0'
0
5
10
15
20
25
30
LOG OF BORING
Kgt
57 (
20)
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 2 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-6
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
LIMESTONE, pale brown, hard, dry(continued)
qu= 161 tsf; = 138 pcf at 34.0'
Bottom of hole at 35.0 feet.
30
35
LOG OF BORING
20
14
Kgt
88 (
22)
100
(49)
92 (
43)
178
1850
+50
+
CL
Hole Size: 4.5 in.
Drill Date: September 14, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-7
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, yellowish tan, possible fill, silty, withCH layers, with calcium, damp
LIMESTONE, pale brown, with clay seams,hard, dry
qu= 301 tsf; = 153 pcf at 14.0'
qu= 582 tsf; = 157 pcf at 16.0'
qu= 287 tsf; = 154 pcf at 21.0'
Bottom of hole at 25.0 feet.
0
5
10
15
20
25
LOG OF BORING
39
43
Kdr
1.25
1.25
1.75
3.0
2.75
4.0
4.5
4.5
4.5
CH
Hole Size: 4.5 in.
Drill Date: September 7, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: 22.5 ft / Elev 0.0 ft
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-8
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, olive gray, with calcium, with gypsumcrystals, hard, damp
... gray and yellowish tan 6.0' to 28.0'
qc= 3,900 psf at 25'
... bluish gray below 28.0'
0
5
10
15
20
25
30
LOG OF BORING
36
Kdr
Kgt
99 (
91)
98 (
83)
50+
50+
-
4.5
-
-
CH
CL
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 2 OF 2Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-8
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, olive gray, with calcium, with gypsumcrystals, hard, damp (continued)
CLAY, tan, silty, with calcium, with limestonefragments, damp
LIMESTONE, pale brown, with clay layers,hard, dry
qu= 251 tsf; = 143 pcf at 45.0'
qu= 238 tsf; = 149 pcf at 55.0'
Bottom of hole at 55.0 feet.
30
35
40
45
50
55
LOG OF BORING
Kgt
Hole Size: 4.5 in.
Drill Date: September 6, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-9
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
LIMESTONE, pale brown, severely weathered,dry
Bottom of hole at 20.0 feet.
0
5
10
15
20
LOG OF BORING
7
Kgt
88 (
70)
2650
+16
50+
50+
-
-
-
-
-
CL
CL
Hole Size: 4.5 in.
Drill Date: September 7, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-10
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
FILL, tan and brown, silty, with CH clay layers,with limestone fragments, damp
... with asphalt 0.0' to 1.5'
CLAY, yellowish tan, silty, with calcium, damp
LIMESTONE, pale brown, hard, dry
Bottom of hole at 15.0 feet.
0
5
10
15
LOG OF BORING
Kgt
1850
+
CH
Hole Size: 4.5 in.
Drill Date: September 6, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-11
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, brownish gray, with limestonefragments, hard, damp
LIMESTONE, pale brown, hard, dry
Bottom of hole at 10.0 feet.
0
5
10
LOG OF BORING
30
Kgt
37 (
13)
93 (
45)
50+
4.5CH
Hole Size: 4.5 in.
Drill Date: September 7, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-12
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
CLAY, brownish gray, with limestonefragments, hard, damp
LIMESTONE, pale brown, hard, dry
Bottom of hole at 15.0 feet.
0
5
10
15
LOG OF BORING
Kgt
1326
3653
65
CH
CL
Hole Size: 4.5 in.
Drill Date: September 3, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-13
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, brownish gray, possible fill, withlimestone fragments, hard, damp
CLAY, yellowish tan, possible fill, silty, withcalcium, damp
LIMESTONE, pale brown, severely weathered,dry
LIMESTONE, pale brown, hard, dry
Bottom of hole at 18.0 feet.
0
5
10
15
LOG OF BORING
Kgt
CH
CL
Hole Size: 4.5 in.
Drill Date: September 4, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-14
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, brownish gray, with limestonefragments, hard, damp
CLAY, yellowish tan, silty, with calcium, damp
... calcareous below 4.0'
LIMESTONE, pale brown, severely weathered,dry
LIMESTONE, pale brown, hard, dry
Bottom of hole at 15.0 feet.
0
5
10
15
LOG OF BORING
Kgt
CL
Hole Size: 4.5 in.
Drill Date: September 5, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-15
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
FILL, tan and brown, silty, with limestonefragments, damp
LIMESTONE, pale brown, severely weathered,dry
... with clay layers below 12.0'
Bottom of hole at 20.0 feet.
0
5
10
15
20
LOG OF BORING
41
29
37
Kdr
Kgt
-
-
-
-
-
-
-
-
CH
CL-CH
CH
Hole Size: 4.5 in.
Drill Date: September 5, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-16
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
FILL, pale brown, CRUSHED LIMESTONE,dry
CLAY, brownish gray, silty, with limestonefragments, hard, damp
CLAY, tan, silty, with calcium, damp
CLAY, gray and yellowish tan, hard, damp
LIMESTONE, pale brown, severely weathered,dry
Bottom of hole at 20.0 feet.
0
5
10
15
20
LOG OF BORING
39
Kdr
CH
CL
CH
Hole Size: 4.5 in.
Drill Date: September 5, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-17
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, brownish gray, with fracturedlimestone, hard, damp
CLAY, yellowish tan, silty, with calcium, damp
CLAY, gray and yellowish tan, hard, damp
Bottom of hole at 20.0 feet.
0
5
10
15
20
LOG OF BORING
Kdr
Kgt
CH
CL
CH
Hole Size: 4.5 in.
Drill Date: September 6, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-18
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, brownish gray, with limestonefragments, hard, damp
CLAY, yellowish tan and gray, silty, withlimestone fragments, damp
CLAY, gray and yellowish tan, hard, damp
LIMESTONE, tan, severely weathered, dry
Bottom of hole at 20.0 feet.
0
5
10
15
20
LOG OF BORING
Kdr
CH
CH
Hole Size: 4.5 in.
Drill Date: September 6, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-19
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
CLAY, brownish gray, with fracturedlimestone, hard, damp
LIMESTONE, pale brown, severely weathered,dry
CLAY, gray and yellowish tan, hard, damp
Bottom of hole at 20.0 feet.
0
5
10
15
20
LOG OF BORING
Kgt
22 (
12)
82 (
45)
50+
4.5CL
Hole Size: 4.5 in.
Drill Date: September 7, 2013 Ground Water Levels:Ground Elevation: n/a
Notes:Rig:
AT TIME OF DRILLING: ---
AT END OF DRILLING: ---
AFTER DRILLING: ---
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
S
UNIFIED LOG.GDT LIBRARY, DUAL LOG.GLB ONE LOG 13106000 053 - TARLTON 360 TOWNHOMES - LOGS.GPJ 9/30/13 09:07 AM
Moisture Content, %
20 40 60 800 100
PL LL
-2um -#4-#200
DE
PT
H, f
t.
Pla
stic
ity
Ind
ex, %
GR
AP
HIC
LO
G
EL
EV
AT
ION
, ft. Total Suction, pF
1 2 3 40 5
GE
OL
OG
Y
MATERIAL DESCRIPTION
SC
R%
(R
QD
%)
SP
T, N
-Val
ue
HA
ND
PE
N, t
sf
U.S
.C.S
.
PAGE 1 OF 1Job Name: Tarlton 360 TownhomesJob Location: Austin, Texas
Client: CRVI Loop 360, L.P.
Engineer's Job #: 13106000.053
Boring B-20
GEOTECHNICAL ENGINEERING ANDCONSTRUCTION MATERIALS TESTING "put us to the test"
ASPHALT
CRUSHED LIMESTONE MATERIAL
FILL, olive gray and reddish tan, with sand,with gravel, damp
LIMESTONE, pale brown, hard, dry
Bottom of hole at 15.0 feet.
0
5
10
15
LOG OF BORING