cone penetration test results unique number ......unique number 60941 0 5 10 15 20 25 ubc 1990 fr...

19
End of Data Bottom of Hole 25.499 4/22/03 D. Brady Cone # CPT Operator 2505.06304 Date 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 1 Waseca 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 C069 Trunk Highway/Location (from Plan) Friction Ratio (%) Interpreted Soil Behavior Type Sleeve Friction (psi) 1126.9 TH 14 Bridge No. or Job Desc. Tip Resistance (psi) 14 8103-49 Sounding No. Elevation Ground Elevation 200 400 600 800 1000 0 20 40 60 80 20 16 12 8 4 0 200 400 600 800 1000 0 2 4 6 8 10 0 2 4 6 8 10

Upload: others

Post on 26-Jan-2021

2 views

Category:

Documents


0 download

TRANSCRIPT

  • 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