cone penetration test c-6 - dataforensics · cone penetration test c-6. latitude: longitude:...
TRANSCRIPT
101 100
Depth(ft)
0
5
10
15
20
25
30
35u2
(tsf)
EquivalentN60
>>
Very Stiff Fine GrainedSoils
Very Stiff Fine GrainedSoils
>>>>>>>>>>>>Sands-Clean Sand to
Silty Sand
>>
Clays-Clay to Silty Clay
>>>>>>>>>>>>>>>>>>>>
20qt
(tsf)
80
Very Stiff Clay to ClayeySand
40
2 4 6 8
0 2 4 6u0
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Sand Mixtures-Silty Sandto Sandy Silt
60
Date:Estimated Water Depth:
Rig/Operator:
Latitude:Longitude:Elevation:
I-26 Interchange ImprovementsCharleston, SC
Total Depth:Termination Criteria:
39.7 ftMay. 1, 2000
C-6
Project No: 1131-98-725
Cone Size:3.5 ft
1.44
Depth(ft)
Page 1 of 2
Tip Resistanceqt
(tsf)
Electronic Filename: a16y0608c.ecp
160 320 480 640
Friction RatioRf(%)
Pore Pressureu2
(tsf)
SBTFRMAI = 5
0 10 20 300
5
10
15
20
25
30
35
CP
T R
EP
OR
T - S
TAN
DA
RD
TU
TOR
IAL
1.G
PJ
CP
T.G
DT
1/3
/07
Sleeve Frictionfs
(tsf)5 10 15 20
Cone Penetration Test C-6
>>>>
Electronic Filename: a16y0608c.ecp
Sands-Clean Sand toSilty Sand
>>>>>>>>>>>>>>>>
EquivalentN60
35
Depth(ft)
0 10 20 30160 320 480 640
Friction RatioRf(%)
2 4 6 8
CP
T R
EP
OR
T - S
TAN
DA
RD
TU
TOR
IAL
1.G
PJ
CP
T.G
DT
1/3
/07
0qt
(tsf)
806020 2 4 6u0
40
101 100
I-26 Interchange ImprovementsCharleston, SC
u2(tsf)
Page 2 of 2
Latitude:Longitude:Elevation:
Total Depth:Termination Criteria:
39.7 ftMay. 1, 2000
C-6
Date:Estimated Water Depth:
Rig/Operator:
Depth(ft)
35
Tip Resistanceqt
(tsf)
Pore Pressureu2
(tsf)5 10 15 20
Sleeve Frictionfs
(tsf)
SBTFRMAI = 5
Project No: 1131-98-725
Cone Size:3.5 ft
1.44
C-6Cone Penetration Test
Shear Wave VelocityVs
(ft/sec)
Depth(ft)
2 4 6 8 500 1000 1500 2000
Very Stiff Fine GrainedSoils
0
5
10
15
20
25
30
35
CP
T R
EP
OR
T - S
TAN
DA
RD
TU
TOR
IAL
1.G
PJ
CP
T.G
DT
1/3
/07
>>
Sands-Clean Sand toSilty Sand
Very Stiff Fine GrainedSoils
>>>>>>>>>>>>
Very Stiff Clay to ClayeySand
>>
Sands-Clean Sand toSilty Sand
>>>>>>>>>>>>>>>>>>>>
40qt
(tsf)
Clays-Clay to Silty Clay
60
Sand Mixtures-Silty Sandto Sandy Silt
20 0 2 4 6u0
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
80
Tip Resistanceqt
(tsf)160 320 480 640
0
5
10
15
20
25
30
35
Page 1 of 2
Date:Estimated Water Depth:
Rig/Operator:
Latitude:Longitude:Elevation:
I-26 Interchange ImprovementsCharleston, SC
Total Depth:Termination Criteria:
39.7 ft
u2(tsf)
Electronic Filename: a16y0608c.ecp
Depth(ft)
May. 1, 2000
C-6
Sleeve Frictionfs
(tsf)
Pore Pressureu2
(tsf)0 10 20 30
Friction RatioRf(%)
Project No: 1131-98-725
Cone Size:3.5 ft
5 10 15 20
1.44
SBTFRMAI = 5
Cone Penetration Test C-6
Depth(ft)
35
Shear Wave VelocityVs
(ft/sec)2 4 6 8
Friction RatioRf(%)
C-6
CP
T R
EP
OR
T - S
TAN
DA
RD
TU
TOR
IAL
1.G
PJ
CP
T.G
DT
1/3
/07
>>u0
Sands-Clean Sand toSilty Sand
6>>
4>>>>>>>>>>>>>>
May. 1, 2000
500 1000 1500 2000
qt(tsf)
80604020 0 2
35
Depth(ft)
Electronic Filename: a16y0608c.ecp
>>
0 10 20 30
3.5 ft
u2(tsf)
1.44
Tip Resistanceqt
(tsf)
SBTFRMAI = 5
Date:Estimated Water Depth:
Rig/Operator:
Project No: 1131-98-725
Page 2 of 2
Latitude:Longitude:Elevation:
Pore Pressureu2
(tsf)
I-26 Interchange ImprovementsCharleston, SC
Total Depth:Termination Criteria:
39.7 ft
Sleeve Frictionfs
(tsf)160 320 480 640
Cone Size:
5 10 15 20
C-6Cone Penetration Test
Latitude:Longitude:Elevation:
I-26 Interchange ImprovementsCharleston, SC
Page 1 of 2
Date:Estimated Water Depth:
Rig/Operator:
>>
Depth(ft)
0
5
10
15
20
25
30
35
Total Depth:Termination Criteria:
1.443.5 ft
Cone Size:
Project No: 1131-98-725
C-6
May. 1, 2000 39.7 ft
CP
T R
EP
OR
T - D
YN
AM
IC T
UTO
RIA
L 1.
GP
J C
PT.
GD
T 1
/3/0
7
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>
>>
>>
0
5
10
15
20
25
30
35
Depth(ft)
Electronic Filename: a16y0608c.ecp
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>80 K0 (1)
K0 (2)20
10 20 30 40
60qt
(tsf)
40
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
Sleeve Frictionfs
(tsf)
>>
SBTBqMAI = 5
5 10 15 20160 320 480 640
Tip Resistanceqt
(tsf)
Friction AnglePhi'
(deg)
Lateral Earth PressureK0
SBTFRMAI = 5
1 2 3 4
>>>>
>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>
Gravelly Sand to Sand
>>
Sand Mixtures-Silty Sandto Sandy Silt
>>
Gravelly Sand to Sand
>>
Sand Mixtures-Silty Sandto Sandy Silt
Silt Mixtures-Clay Silt toSilty Clay
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Very Stiff Fine GrainedSoils
Very Stiff Fine GrainedSoils
Very Stiff Clay to ClayeySand
>>
Clays-Clay to Silty Clay
>>
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
>>
>>>>>>>>>>>>>>>>Sands-Clean Sand to
Silty Sand
>>
>>>>>>>>>>>>>>>>>>>>
>>>>
Phi' (1)Phi' (2)Phi' (3)
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
Sands-Clean Sand toSilty Sand
>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>
Sands-Clean Sand toSilty Sand
>>
>>
>>
>>>>>>>>>>
>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>
>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>
>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>
C-6Cone Penetration Test
>>>>>>>>>>>>>>>>>>
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
>>
Sleeve Frictionfs
(tsf)5 10 15 20
SBTBqMAI = 5
SBTFRMAI = 5
>>
Tip Resistanceqt
(tsf)160 320 480 640
40qt
(tsf)
6020 K0 (1)K0 (2)
80
Lateral Earth PressureK0
Friction AnglePhi'
(deg)10 20 30 40
351 2 3 4
>>
>>>>>>
>>>>>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
Phi' (1)Phi' (2)Phi' (3)
>>
>>>>>>>>>>>>>>>>>>>>>>
Total Depth:Termination Criteria:
39.7 ftMay. 1, 2000
C-6
Project No: 1131-98-725
I-26 Interchange ImprovementsCharleston, SC
Cone Size:3.5 ft
1.44
CP
T R
EP
OR
T - D
YN
AM
IC T
UTO
RIA
L 1.
GP
J C
PT.
GD
T 1
/3/0
7
Depth(ft)
Electronic Filename: a16y0608c.ecp
Depth(ft)
35
Page 2 of 2
Date:Estimated Water Depth:
Rig/Operator:
Latitude:Longitude:Elevation:
C-6Cone Penetration Test
Latitude:Longitude:Elevation:
I-26 Interchange ImprovementsCharleston, SC
Page 1 of 2
Date:Estimated Water Depth:
Rig/Operator:
>>
Depth(ft)
0
5
10
15
20
25
30
35
Total Depth:Termination Criteria:
1.443.5 ft
Cone Size:
Project No: 1131-98-725
C-6
May. 1, 2000 39.7 ft
CP
T R
EP
OR
T - D
YN
AM
IC T
UTO
RIA
L 1.
GP
J C
PT.
GD
T 1
/3/0
7
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>
>>
>>
0
5
10
15
20
25
30
35
Depth(ft)
Electronic Filename: a16y0608c.ecp
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>80 K0 (1)
K0 (2)20
10 20 30 40
60qt
(tsf)
40
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
Sleeve Frictionfs
(tsf)
>>
SBTBqMAI = 5
5 10 15 20160 320 480 640
Tip Resistanceqt
(tsf)
Friction AnglePhi'
(deg)
Lateral Earth PressureK0
SBTFRMAI = 5
1 2 3 4
>>>>
>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>
Gravelly Sand to Sand
>>
Sand Mixtures-Silty Sandto Sandy Silt
>>
Gravelly Sand to Sand
>>
Sand Mixtures-Silty Sandto Sandy Silt
Silt Mixtures-Clay Silt toSilty Clay
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Very Stiff Fine GrainedSoils
Very Stiff Fine GrainedSoils
Very Stiff Clay to ClayeySand
>>
Clays-Clay to Silty Clay
>>
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
>>
>>>>>>>>>>>>>>>>Sands-Clean Sand to
Silty Sand
>>
>>>>>>>>>>>>>>>>>>>>
>>>>
Phi' (1)Phi' (2)Phi' (3)
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
Sands-Clean Sand toSilty Sand
>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>
Sands-Clean Sand toSilty Sand
>>
>>
>>
>>>>>>>>>>
>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>
>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>
>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>
C-6Cone Penetration Test
>>>>>>>>>>>>>>>>>>
Sands-Clean Sand toSilty Sand
Sands-Clean Sand toSilty Sand
>>
Sleeve Frictionfs
(tsf)5 10 15 20
SBTBqMAI = 5
SBTFRMAI = 5
>>
Tip Resistanceqt
(tsf)160 320 480 640
40qt
(tsf)
6020 K0 (1)K0 (2)
80
Lateral Earth PressureK0
Friction AnglePhi'
(deg)10 20 30 40
351 2 3 4
>>
>>>>>>
>>>>>>
>>
>>
>>
>>>>>>>>
>>>>>>>>
Phi' (1)Phi' (2)Phi' (3)
>>
>>>>>>>>>>>>>>>>>>>>>>
Total Depth:Termination Criteria:
39.7 ftMay. 1, 2000
C-6
Project No: 1131-98-725
I-26 Interchange ImprovementsCharleston, SC
Cone Size:3.5 ft
1.44
CP
T R
EP
OR
T - D
YN
AM
IC T
UTO
RIA
L 1.
GP
J C
PT.
GD
T 1
/3/0
7
Depth(ft)
Electronic Filename: a16y0608c.ecp
Depth(ft)
35
Page 2 of 2
Date:Estimated Water Depth:
Rig/Operator:
Latitude:Longitude:Elevation:
C-6Cone Penetration Test
-30
Project No: 1131-98-725
40
30
20
10
0
200
-20
400
<<
-10
Page 1 of 1
C-1B-9B-7
C-6AC-5C-4C-3
qt Comparison
Elev
atio
n(ft
)
qt(tsf)
0
CP
T - P
AR
AM
ETE
R P
LOT
QT
TU
TOR
IAL
1.G
PJ
CP
T.G
DT
1/3
/07
600 800
C-2
I-26 Interchange ImprovementsCharleston, SC
C-10
180
10,0001,000100101
Electronic Filename: a02f0601d.txt
160
140
120
100
800.1
6 ft
I-26 Interchange ImprovementsCharleston, SC
Project No: 1131-98-725
1.44
32.1 ft
Time(seconds)
Depth:Termination Criteria:Pr
essu
re(ft
)
May. 1, 2000
Pore Pressure Dissipation
C-10
Date:Estimated Water Depth:
Rig/Operator:
403530.422291288.0628.802
Latitude:Longitude:Elevation:
Page 1 of 1
Cone Size:
CP
T - P
OR
E P
RE
SS
UR
E D
ISS
IPA
TIO
N T
UTO
RIA
L 1.
GP
J C
PT.
GD
T 1
/3/0
7
5
BT @ 15.034
300
5 10PORE PRESSURE (TSF)
200126TIP RESIST (TSF)ELEV.28.802
5/1/2000
34 400100
C-10
0
5
10
15
20
25
30
35
40
45
Direct Push Sample
4-5-6
8-9-10
8-9-10
45-46-50/3"
45-50/2"-
50/1"--
SILTY SAND (SW-SM), loose, dry to moist, fine to medium grained,well rounded, well graded, fissured, hydrocarbon staining, somecomments, (ALLUVIUM)
veryrough drilling
BT @ 35
ELEV.33
2/8/2007 11:31:27 AM
B-1
SILTY SAND (SW-SM), very loose, trace chert, moist, fine tomedium grained, rounded, well graded
SILTY SAND (SW-SM), medium dense, moist, fine to mediumgrained, well rounded, well graded, iron oxide staining, morecomments
SANDY CLAY (CL), very stiff, moist to moist, hydrocarbon staining,comments about the clay
SANDY FAT CLAY (CH), hard, dry to moist, fissured, hydrocarbonstaining, more comments
SHALE, hard, clayey, finely crystalline, thinly bedded, rockcomments
ASPHALT
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
veryrough drilling
BT @ 45
ELEV.44
2/8/2007 11:31:27 AM
B-3
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
5
45
350 400 450 500250
0
200
10
15
20
25
30
35
-5
35
-5
0
5
10
15
20
300
30
40
45
0 50 100 150
25
40
8-9-10
--8-9-10
45-46-50/3"
45-50/2"-
50/1"--
ASPHALT
SILTY SAND (SW-SM), very loose, trace chert, moist, fine tomedium grained, rounded, well graded
SILTY SAND (SW-SM), loose, with chert, and coal, trace coarsegravel, dry to moist, fine to medium grained, well rounded, wellgraded, fissured, no odor, hydrocarbon staining, weakcementation, weak HCl reaction, some comments, (ALLUVIUM)
SILTY SAND (SW-SM), medium dense, trace clay, little ferrousnodules, and chert, moist, fine to medium grained, well rounded,well graded, hydrocarbon odor, iron oxide staining, strongcementation, weak HCl reaction, more comments
SANDY CLAY (CL), very stiff, trace medium to coarse sand, someferrous nodules, and mica, moist to moist, chemical odor,hydrocarbon staining, strong cementation, weak HCl reaction,comments about the clay
SANDY FAT CLAY (CH), hard, trace clayey silt, little coal refuse,dry to moist, fissured, hydrocarbon odor, hydrocarbon staining,moderate cementation, moderate HCl reaction, more comments
4-5-6
SiltySand to Sandy Silt
GravellySand to SandCPT Tip Resistance (tsf)
OC Sand to Clayey Sand
PROJECT: I-26 Interchange Improvements
LOCATION: Charleston, SC
BT CPT Termination DepthXXX CPT Refusal
12in Undisturbed SampleRecovery in Inches
C-3 Sounding Number123.0 Elevation at GS
ELEVATIO
N (feet-M
SL)
Clean Sand to SiltySand
15
Water Level InferredfromPore Pressures
20
1265
ELECTRONIC CONE PENETROMETER SOUNDINGS
OC Fine Grained Soils
11-16-10 Standard Penetration Test(blows per foot).
Downhole Shear Wave Velocity
CPT Sleeve Friction (tsf)
B-3 Boring Number123.0 Elevation at GS
ELEV
ATI
ON
(fe
et-M
SL)
BT Boring Termination DepthXXX Boring Refusal
SOIL TEST BORINGS
Clayto SiltyClay
CPT Pore Pressure (tsf)
CPT MATERIAL GRAPHICS
12in Undisturbed SampleRecovery in Inches
JOB NO:
DATE:
Sensitive Fine Grained Soils
Organic Soils, Peats
NX Core Barrel SizeREC 80% Recovery in PercentRQD 56% Rock QualityDesignation
LEGEND OF MATERIAL GRAPHICS for SOIL TEST BORINGS
Clayey Silt to SiltyClay
1131-98-725
2/13/07
10
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
115
120
125
130
200
15
5
5
20
10
SLEEVE STRESS (TSF)
Water LevelMeasured Downhole
Water Levelat Time of Boring
Water Levelafter 24 Hours
Hole Caved
Water Loss/Inflow
SUBSURFACE PROFILE
ELEV.3512
BT @ 39.67526
100 300
5 10PORE PRESSURE (TSF)
TIP RESIST (TSF)
5/1/2000
34 400
C-6
56
TIP RESIST (TSF)20012
BT @ 15
100 3006ELEV.28.802
5/1/2000
34 400
C-5
5 10PORE PRESSURE (TSF)
0
5
10
15
20
25
30
35
40
45
5
0 1 2 3
Pore Pressureu2
(tsf)
30
25
20
30
25
20
Friction RatioRf(%)
Sleeve Frictionfs
(tsf)1 2 3 4
30
25
20
Tip Resistanceqt
(tsf)160 320 480 640
>>
>>
30
25
20
2 4 6 8
25
20
15
Sleeve Frictionfs
(tsf)1 2 3 4
Tip Resistanceqt
(tsf)
Tip Resistanceqt
(tsf)160 320 480 640
25
20
15
30
25
20
15
10
5
0
-5
Pore Pressureu2
(tsf)0 1 2 32 4 6 8
Friction RatioRf(%)
25
20
15
160 320 480 640
25
20
15
I-26 Interchange ImprovementsCharleston, SC
1131-06-075
PROJECT NUMBER DRAWING NUMBER
Norcross, GA 30092
Pore Pressureu2
(tsf)2 4 6 8
Friction RatioRf(%)
30
25
20
15
10
5
0
-5
0 1 2 3
30
25
20
15
10
5
0
-5
30
25
20
15
10
5
0
-5
Sleeve Frictionfs
(tsf)1 2 3 4
3280 Pointe Parkway, Suite 2000
'C-6'
'C-5'
'C-10'
Ele
vatio
n E
LEV
ATI
ON
(ft-
MS
L):
Soil properties estimatedusing various published
correlations
CPT SOIL PROPERTIES
dataforensics