APPENDIX Kansas Turnpike Authority Towanda Service Area Overburden Study Towanda, Kansas Project Number: 74-15922-001-0147 FIELD EXPLORATION AND LABORATORY TEST RESULTS SITE LOCATION MAP Figure 1 BORING LOCATION PLAN Figure 2 SOIL CLASSIFICATION CHART KEY TO SYMBOLS EXPLORATORY BORING LOGS Borings 1 - 4 Figure 3 SUMMARY OF LABORATORY TEST RESULTS Figure 4 Figure 5 GENERAL GEOTECHNICAL NOTES Figure 6
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APPENDIX - Kansas Turnpike Authority · 2019-04-08 · APPENDIX Kansas Turnpike Authority Towanda Service Area Overburden Study Towanda, Kansas Project Number: 74-15922-001-0147 FIELD
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APPENDIX
Kansas Turnpike Authority
Towanda Service Area Overburden Study
Towanda, Kansas
Project Number: 74-15922-001-0147
FIELD EXPLORATION AND LABORATORY TEST RESULTS
SITE LOCATION MAP Figure 1
BORING LOCATION PLAN Figure 2
SOIL CLASSIFICATION CHART
KEY TO SYMBOLS
EXPLORATORY BORING LOGS Borings 1 - 4
Figure 3
SUMMARY OF LABORATORY TEST RESULTS Figure 4
Figure 5
GENERAL GEOTECHNICAL NOTES Figure 6
SITE LOCATION MAP
Figure 1
Towanda Service Area Overburden Study
Towanda, Kansas
Project Number: 74-15922-001-0147
Project
Area
BORING LOCATION PLAN
Figure 2
Plan provided by client for Boring
location illustration only.
Not for Construction.
Standard Penetration Test Boring
Approximate Location
No Scale
Towanda Service Area Overburden Study
Towanda, Kansas
Project Number: 74-15922-001-0147
B-4
B-3B-2
B-1
TOPSOIL (12 inches), Organic Lean to Fat Clay, dark brown, tracelimestone gravel, many organic materials, some silt, trace finegrained sand, moist
FAT CLAY, dark brown, Limestone cobbles, trace silt, somegravel, moist
LIMESTONE (1/4 inch penetration/20 minutes)
Bottom of borehole at 2.3 feet.
NOTES - none -
GROUND ELEVATION 0 ft
LOGGED BY BH
DRILLING METHOD Flight Auger: 6-inch
HOLE SIZE 6-inch
DRILLING CONTRACTOR PEC GROUND WATER LEVELS:
CHECKED BY NS
DATE STARTED 5/11/16 COMPLETED 5/11/16
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
ATTERBERGLIMITS
DE
PT
H(f
t)
0.0
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
PO
CK
ET
PE
N.
(tsf
)
DR
Y U
NIT
WT
.(p
cf)
MO
IST
UR
EC
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TE
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(%
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LIM
IT
PLA
ST
ICLI
MIT
FIN
ES
CO
NT
EN
T(%
)
RE
CO
VE
RY
%(R
QD
)
MATERIAL DESCRIPTION
GR
AP
HIC
LOG
PLA
ST
ICIT
YIN
DE
X
PAGE 1 OF 1BORING NUMBER B-1
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
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Professional Engineering Consultants, P.A.350 South WashingtonWichita, Kansas 67202Telephone: 316-262-6457Fax: 316-262-6592
TOPSOIL (6 inches), Organic Lean to Fat Clay, dark brown, tracelimestone gravel, many organic materials, some silt, trace finegrained sand, moistFAT CLAY, dark brown, Limestone cobbles, trace silt, somegravel, moist
LIMESTONE (1/2 inch penetration/15 minutes)
Bottom of borehole at 1.5 feet.
NOTES - none -
GROUND ELEVATION 0 ft
LOGGED BY BH
DRILLING METHOD Flight Auger: 6-inch
HOLE SIZE 6-inch
DRILLING CONTRACTOR PEC GROUND WATER LEVELS:
CHECKED BY NS
DATE STARTED 5/11/16 COMPLETED 5/11/16
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
ATTERBERGLIMITS
DE
PT
H(f
t)
0.0
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
PO
CK
ET
PE
N.
(tsf
)
DR
Y U
NIT
WT
.(p
cf)
MO
IST
UR
EC
ON
TE
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(%
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LIM
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PLA
ST
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FIN
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CO
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T(%
)
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%(R
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)
MATERIAL DESCRIPTION
GR
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HIC
LOG
PLA
ST
ICIT
YIN
DE
X
PAGE 1 OF 1BORING NUMBER B-2
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
GE
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47 K
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Professional Engineering Consultants, P.A.350 South WashingtonWichita, Kansas 67202Telephone: 316-262-6457Fax: 316-262-6592
GBB3-1
GBB3-2
33
20
60
31
35
14
TOPSOIL (12 inches), Organic Lean to Fat Clay, dark brown, tracelimestone gravel, many organic materials, some silt, trace finegrained sand, moist
FAT CLAY, light brown, trace to some Limestone cobbles andgravel, trace silt, some gravel, moist
CLAY, yellowish brown, brown, and light olive mottled, traceLimestone gravel and cobbles, silt seams, moist
LIMESTONE (1/2 inch penetration/15 minutes)
Bottom of borehole at 3.7 feet.
25
17
NOTES - none -
GROUND ELEVATION 0 ft
LOGGED BY BH
DRILLING METHOD Flight Auger: 6-inch
HOLE SIZE 6-inch
DRILLING CONTRACTOR PEC GROUND WATER LEVELS:
CHECKED BY NS
DATE STARTED 5/11/16 COMPLETED 5/11/16
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
ATTERBERGLIMITS
DE
PT
H(f
t)
0.0
2.5
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
PO
CK
ET
PE
N.
(tsf
)
DR
Y U
NIT
WT
.(p
cf)
MO
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(%
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LIM
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PLA
ST
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MIT
FIN
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CO
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T(%
)
RE
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%(R
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)
MATERIAL DESCRIPTION
GR
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HIC
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PLA
ST
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YIN
DE
X
PAGE 1 OF 1BORING NUMBER B-3
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
GE
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Professional Engineering Consultants, P.A.350 South WashingtonWichita, Kansas 67202Telephone: 316-262-6457Fax: 316-262-6592
GBB4-1 23 52 22
TOPSOIL (6 inches), Organic Lean to Fat Clay, dark brown, tracelimestone gravel, many organic materials, some silt, trace finegrained sand, moistLIMESTONE, highly weathered, yellowish brown and light brownmottled, slightly moist to dryGRAVELLY CLAY, yellowish brown, brown, and olive mottled,Limestone gravel and cobbles, trace iron stains and nodules, tracefine to coarse grained sand, silt seams, moist
LIMESTONE, highly weathered, yellowish brown and light brownmottled, slightly moist to dryGRAVELLY CLAY, yellowish brown, reddish brown, and olivemottled, Limestone gravel and cobbles, trace iron stains andnodules, trace fine to coarse grained sand, silt seams, moist
SILTY LEAN CLAY, yellowish brown with tan and light reddishbrown seams, trace Limestone gravel and cobbles, silt seams,moist
30
NOTES - none -
GROUND ELEVATION 0 ft
LOGGED BY BH
DRILLING METHOD Flight Auger: 6-inch
HOLE SIZE 6-inch
DRILLING CONTRACTOR PEC GROUND WATER LEVELS:
CHECKED BY NS
DATE STARTED 5/11/16 COMPLETED 5/11/16
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
ATTERBERGLIMITS
(Continued Next Page)
DE
PT
H(f
t)
0.0
2.5
5.0
7.5
10.0
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
PO
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ET
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N.
(tsf
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.(p
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%(R
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MATERIAL DESCRIPTION
GR
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PLA
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YIN
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PAGE 1 OF 3BORING NUMBER B-4
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
GE
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Professional Engineering Consultants, P.A.350 South WashingtonWichita, Kansas 67202Telephone: 316-262-6457Fax: 316-262-6592
SILTY LEAN CLAY, yellowish brown with tan and light reddishbrown seams, trace Limestone gravel and cobbles, silt seams,moist (continued)
SILTY LEAN CLAY, light tan with yellowish brown and grayseams, trace calcareous nodules, trace Limestone gravel, slightlymoist
ATTERBERGLIMITS
(Continued Next Page)
DE
PT
H(f
t)
10.0
12.5
15.0
17.5
20.0
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
PO
CK
ET
PE
N.
(tsf
)
DR
Y U
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WT
.(p
cf)
MO
IST
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EC
ON
TE
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(%
)
LIQ
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LIM
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PLA
ST
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MIT
FIN
ES
CO
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EN
T(%
)
RE
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%(R
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)
MATERIAL DESCRIPTION
GR
AP
HIC
LOG
PLA
ST
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YIN
DE
X
PAGE 2 OF 3BORING NUMBER B-4
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
GE
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Professional Engineering Consultants, P.A.350 South WashingtonWichita, Kansas 67202Telephone: 316-262-6457Fax: 316-262-6592
SILTY LEAN CLAY, light tan with yellowish brown and grayseams, trace calcareous nodules, trace Limestone gravel, slightlymoist (continued)
SHALE, highly weathered, blocky, dark gray, gray and dark redmottled, silt seams, trace Limestone seams, moist
Bottom of borehole at 30.0 feet.
ATTERBERGLIMITS
DE
PT
H(f
t)
22.5
25.0
27.5
30.0
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
PO
CK
ET
PE
N.
(tsf
)
DR
Y U
NIT
WT
.(p
cf)
MO
IST
UR
EC
ON
TE
NT
(%
)
LIQ
UID
LIM
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PLA
ST
ICLI
MIT
FIN
ES
CO
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EN
T(%
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RE
CO
VE
RY
%(R
QD
)
MATERIAL DESCRIPTION
GR
AP
HIC
LOG
PLA
ST
ICIT
YIN
DE
X
PAGE 3 OF 3BORING NUMBER B-4
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
GE
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PJ
Professional Engineering Consultants, P.A.350 South WashingtonWichita, Kansas 67202Telephone: 316-262-6457Fax: 316-262-6592
PROJECT NAME Towanda Service Area Overburden Study
PROJECT LOCATION Towanda, Kansas
CLIENT Professional Engineering Consultants, P.A.
PROJECT NUMBER 74-15922-001-0147
ABBREVIATIONSTVPIDUCppm
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TORVANEPHOTOIONIZATION DETECTORUNCONFINED COMPRESSIONPARTS PER MILLION
LIQUID LIMIT (%)PLASTIC INDEX (%)MOISTURE CONTENT (%)DRY DENSITY (PCF)NON PLASTICPERCENT PASSING NO. 200 SIEVEPOCKET PENETROMETER (TSF)