CONE PENETRATION TEST RESULTS UNIQUE NUMBER ......UNIQUE NUMBER 60941 0 5 10 15 20 25 UBC 1990 FR...
Transcript of CONE PENETRATION TEST RESULTS UNIQUE NUMBER ......UNIQUE NUMBER 60941 0 5 10 15 20 25 UBC 1990 FR...
-
End of Data
Bottom of Hole 25.499
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'10.50" Longitude (West)=93°28'44.69"
SHEET 1 of 1Waseca Co. Coordinate: X=352129 Y=180353
TH 61 WB, 1119+00.0, 85.9'Lt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.9
1121.9
1116.9
1111.9
1106.9
1101.9
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60939
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C069Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.9TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 32.075
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'10.26" Longitude (West)=93°28'42.13"
SHEET 1 of 1Waseca Co. Coordinate: X=352317 Y=180327
TH 61 WB, 1120+97.1, 83.3'Lt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1125.6
1120.6
1115.6
1110.6
1105.6
1100.6
1095.6
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60940
0
5
10
15
20
25
30
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C070Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1125.6TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 25.299
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'10.17" Longitude (West)=93°28'39.51"
SHEET 1 of 1Waseca Co. Coordinate: X=352508 Y=180317
TH 61 WB, 1122+96.1, 78.2'Lt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.1
1121.1
1116.1
1111.1
1106.1
1101.1
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60941
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C071Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.1TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 25.061
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'10.31" Longitude (West)=93°28'36.90"
SHEET 1 of 1Waseca Co. Coordinate: X=352698 Y=180329
TH 61 WB, 1124+94.5, 77.6'Lt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.1
1121.1
1116.1
1111.1
1106.1
1101.1
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60942
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C072Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.1TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 28.618
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'10.66" Longitude (West)=93°28'34.31"
SHEET 1 of 1Waseca Co. Coordinate: X=352888 Y=180363
TH 61 WB, 1127+94.8, 80.5'Lt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.1
1121.1
1116.1
1111.1
1106.1
1101.1
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60943
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C073Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.1TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 25.226
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'11.23" Longitude (West)=93°28'31.39"
SHEET 1 of 1Waseca Co. Coordinate: X=353102 Y=180420
TH 61 WB, 1130+02.2, 90.1'Lt
CONE PENETRATION TEST RESULTS
4/22/03
D. Brady
Cone #
CPT Operator
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1127.2
1122.2
1117.2
1112.2
1107.2
1102.2
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60944
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C074Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1127.2TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
0 2 4 6 8 100 2 4 6 8 10
End of Data
Bottom of Hole 25.285
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'10.41" Longitude (West)=93°28'31.12"
SHEET 1 of 1Waseca Co. Coordinate: X=353121 Y=180336
TH 61 WB, 1130+02.9, 4.4'Lt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1127.4
1122.4
1117.4
1112.4
1107.4
1102.4
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60945
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C075Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1127.4TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000
-
End of Data
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'09.37" Longitude (West)=93°28'32.16"
SHEET 1 of 1Waseca Co. Coordinate: X=353044 Y=180231
Bottom of Hole 25.691
4/22/03
TH 61 WB, 1129+06.0, 81.6'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1127.6
1122.6
1117.6
1112.6
1107.6
1102.6
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60946
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C076Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1127.6TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 25.658
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'09.48" Longitude (West)=93°28'33.62"
SHEET 1 of 1Waseca Co. Coordinate: X=352937 Y=180244
TH 61 WB, 1128+04.4, 46.5'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1127.0
1122.0
1117.0
1112.0
1107.0
1102.0
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60947
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C077Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1127.0TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 25.608
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'09.13" Longitude (West)=93°28'36.33"
SHEET 1 of 1Waseca Co. Coordinate: X=352739 Y=180210
TH 61 WB, 1125+21.2, 45.9'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.9
1121.9
1116.9
1111.9
1106.9
1101.9
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60948
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C078Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.9TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.2
1121.2
1116.2
1111.2
1106.2
1101.2
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60949
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C079Trunk Highway/Location
(from Plan)
Bottom of Hole 28.926
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'08.98" Longitude (West)=93°28'38.98"
SHEET 1 of 1Waseca Co. Coordinate: X=352545 Y=180195
TH 61 WB, 1123+30.8, 44.2'Rt
CONE PENETRATION TEST RESULTS
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.2TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 32.328
Depth
State Project
C080Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1125.5TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'08.97" Longitude (West)=93°28'41.69"
SHEET 1 of 1Waseca Co. Coordinate: X=352348 Y=180196
TH 61 WB, 1121+37.4, 45.1'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1125.5
1120.5
1115.5
1110.5
1105.5
1100.5
1095.5
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60950
0
5
10
15
20
25
30
UBC 1990 FR
Pore Pressure(psi)
-
End of Data
Bottom of Hole 32.346
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'09.22" Longitude (West)=93°28'44.32"
SHEET 1 of 1Waseca Co. Coordinate: X=352156 Y=180223
TH 61 WB, 1119+47.5, 38.2'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.1
1121.1
1116.1
1111.1
1106.1
1101.1
1096.1
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60951
0
5
10
15
20
25
30
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C081Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.1TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 25.705
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'09.51" Longitude (West)=93°28'47.02"
SHEET 1 of 1Waseca Co. Coordinate: X=351959 Y=180253
TH 61 WB, 1117+52.3, 46.4'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.5
1121.5
1116.5
1111.5
1106.5
1101.5
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60952
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C082Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.5TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 28.82
4/22/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'08.42" Longitude (West)=93°28'47.41"
SHEET 1 of 1Waseca Co. Coordinate: X=351929 Y=180143
TH 61 WB, 1117+49.9, 160.7'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.0
1121.0
1116.0
1111.0
1106.0
1101.0
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60953
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C083Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.0TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60954
0
5
10
15
20
25
30
35
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C084
Bottom of Hole 35.721
4/23/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'07.97" Longitude (West)=93°28'44.65"
SHEET 1 of 1Waseca Co. Coordinate: X=352131 Y=180096
TH 61 WB, 1119+42.0, 167.2'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1125.7
1120.7
1115.7
1110.7
1105.7
1100.7
1095.7
1090.7
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1125.7TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 29.126
4/23/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'07.77" Longitude (West)=93°28'41.81"
SHEET 1 of 1Waseca Co. Coordinate: X=352338 Y=180075
TH 61 WB, 1121+34.8, 167'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.0
1121.0
1116.0
1111.0
1106.0
1101.0
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60955
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C085Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.0TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
Bottom of Hole 32.77
4/23/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'07.77" Longitude (West)=93°28'39.06"
SHEET 1 of 1Waseca Co. Coordinate: X=352539 Y=180073
TH 61 WB, 1123+20.6, 165.7'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1126.2
1121.2
1116.2
1111.2
1106.2
1101.2
1096.2
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60956
0
5
10
15
20
25
30
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C086Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1126.2TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 100 2 4 6 8 10
-
End of Data
0 2 4 6 8 100 2 4 6 8 10
Bottom of Hole 29.057
4/23/03
D. Brady
Cone #
CPT Operator
2505.06304Date Completed(ft.)
Index Sheet Code 3
Location CPT Machine 99649 CPT Track
Latitude (North)=44°03'07.96" Longitude (West)=93°28'36.10"
SHEET 1 of 1Waseca Co. Coordinate: X=352756 Y=180091
TH 61 WB, 1125+22.1, 165.4'Rt
CONE PENETRATION TEST RESULTS
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
1128.3
1123.3
1118.3
1113.3
1108.3
1103.3
U.S. Customary Units
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: DMS Date: 6/14/04
UNIQUE NUMBER 60957
0
5
10
15
20
25
UBC 1990 FR
Pore Pressure(psi)
Depth
State Project
C087Trunk Highway/Location
(from Plan)
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
1128.3TH 14Bridge No. or Job Desc.
Tip Resistance(psi)
148103-49Sounding No.
Elevation
Ground Elevation
200 400 600 800 1000 0 20 40 60 8020 16 12 8 4 0 200 400 600 800 1000