cone penetration test data - logan, utah full report.pdf · cone penetration test data ... all cpt...

CONE PENETRATION TEST DATA

Proposed Logan Wastewater Plant Addition Logan, Utah

July 30 - 31, 2014

Prepared for:

IGES, Inc. Salt Lake City, Utah

Prepared by:

ConeTec, Inc. Salt Lake City, Utah

August 4, 2014

ConeTec, Inc.

Geotechnical and Environmental Site Investigation Contractors

3750 West 500 South, Salt Lake City, UT 84104 ● PO Box 22082, Salt Lake City, UT 84122 Tel: (801) 973-3801 ● Fax: (801) 973-3802 ● Web: www.conetec.com ● Email: [email protected]

Salt Lake City, UT ● West Berlin, NJ ● Richmond, VA ● Raleigh, NC

Vancouver, BC ● Edmonton, AB ● Toronto, ON ● Fort McMurray, AB ● Lima, Peru

August 4, 2014 Job No.: 14-52067 Mr. Jared Hawes Tel: (801) 270-9400 IGES, Inc. Fax : (801) 270-9401 4153 Commerce Drive Email: [email protected] Salt Lake City, UT 84107 Re: Cone Penetration Test Data Proposed Logan Wastewater Plant Addition Logan, Utah Dear Jared, Per your request, we have completed the CPT investigation for the above referenced project. This report presents standard CPT plots and pore pressure dissipation plots in PDF format. Additionally, the CPT data, pore pressure dissipation data and CPT interpretation are presented in Excel format. The attached summary table outlines the work completed at the site. All CPT testing was performed in accordance with ASTM D5778 and industry standard practices. A compression model electronic piezocone penetrometer, with a 15-cm2 tip and a 225-cm2 friction sleeve was used for all of the testing. The cone penetrometer is designed with an equal end area friction sleeve and a tip end area ratio of 0.80. At the beginning of the sounding, the cone was outfitted with a vacuum saturated, 6-mm thick, porous plastic pore pressure element that is located immediately behind the tip in the u2 location. The coordinates shown on the plots are for location reference only and generally have an accuracy of ±30 feet and are referenced to the WGS84 Datum. Many correlations have been developed for design parameters based on CPT data. The interpretations are presented only as a guide for geotechnical use and should be carefully scrutinized for consideration in any geotechnical design. Assumptions have been made regarding soil unit weights, groundwater level and interpretational methods, which may or may not apply to this site. The apparent water table used in the CPT interpretations is based on the results of the shallowest pore pressure dissipation test in each sounding. Please note that some artesian conditions were observed in the pore pressure dissipation tests. But the artesian conditions were not incorporated into the interpretations. Additionally, the following table summarizes the values assigned to the specific soil behavior type zones that are used in the interpretations.

Mr. Jared Hawes Job No.: 14-52067 IGES, Inc. Page 2 of 2 August 4, 2014

Salt Lake City, UT ● West Berlin, NJ ● Richmond, VA ● Raleigh, NC

Vancouver, BC ● Edmonton, AB ● Toronto, ON ● Fort McMurray, AB ● Lima, Peru

Zone SPT

qt/N Unit Wt. (kN/m3)

Unit Wt. (pcf)

Drainage Condition

Description

0 1.0 18.46 117.5 Neither Undefined

1 2.0 17.5 111.4 Undrained Sensitive Fines

2 1.0 12.5 79.6 Undrained Organic Soil

3 1.0 17.5 111.4 Undrained Clay

4 1.5 18.0 114.6 Undrained Silty Clay

5 2.0 18.0 114.6 Undrained Clayey Silt

6 2.5 18.0 114.6 Both Silt

7 3.0 18.5 117.8 Drained Sandy Silt

8 4.0 19.0 120.9 Drained Silty Sand/Sand

9 5.0 19.5 124.1 Drained Sand

10 6.0 20.0 127.3 Drained Gravelly Sand

11 1.0 20.5 130.5 Drained Stiff Fine Grained

12 2.0 19.0 120.9 Drained Cemented Sand

We appreciate the opportunity of providing these services to you. If you have any questions regarding the enclosed material or if we can be of additional assistance, please contact us. Sincerely, ConeTec, Inc. Reviewed By:

Pete Bowen Shawn Steiner

Peter A. Bowen, E.I.T. Shawn D. Steiner, P.E. Staff Engineer Regional Manager Enclosures

ConeTec, Inc. - IGES, Inc.

Job No.: 14-52067

Proposed Logan Wastewater Plant Addition

Logan, Utah

Sounding

ID

CPT

Date

CPT

Filename

CPT

Depth

(ft)

PPD

Depth

(ft)

PPD

Duration

(sec)

Ueq

(ft)

Calculated

Water Table

(ft)

Comments

CPT-03 30-Jul-2014 14-52067_CP03 70.05 32.97 600 27.0 6.0

50.85 800 47.5 3.4

66.44 400 64.9 1.5

CPT-04 31-Jul-2014 14-52067_CP04 100.06 51.02 300 45.0 6.0

68.57 400 68.6 -0.1

80.38 400 92.8 -12.4

92.35 800 106.8 -14.4

97.60 610 111.4 -13.8

CPT-05 31-Jul-2014 14-52067_CP05 70.05 32.32 300 24.8 7.5

53.81 400 46.8 7.0

CPT-06 30-Jul-2014 14-52067_CP06 70.05 39.21 400 38.3 0.9

65.62 300 64.7 0.9

CPT-07 30-Jul-2014 14-52067_CP07 100.06 34.94 500 27.8 7.1

52.66 300 48.6 4.0

69.72 400 69.7 0.0

81.69 400 90.5 -8.8

92.85 500 110.0 -17.1

100.06 500 119.8 -19.7

CPT-08 30-Jul-2014 14-52067_CP08 70.05 37.07 300 36.4 0.6

51.67 300 48.9 2.7

60.04 300 57.8 2.2

CPT Testing Summary

CPT Plots

0 100 200 300 400

0

5

10

15

20

25

30

35

40

45

50

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT

IGESJob No: 14-52067

Date: 07:30:14 11:54

Site: Logan Wastewater Plant

Sounding: CPT-03

Cone: 335:T1500F15U500

Max Depth: 21.350 m / 70.05 ftDepth Inc: 0.050 m / 0.164 ftAvg Int: 0.150 m

File: 14-52067_CP03.CORUnit Wt: SBT Chart Soil Zones

SBT: Lunne, Robertson and Powell, 1997Coords: Lat: 41.739667 Long: -111.893867

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Clayey Silt

SiltClayey Silt

Clayey Silt

Sensitive Fines

Clayey Silt

Clayey Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Sand

Sandy SiltSiltClayey SiltSilty Clay

Clayey Silt

SiltSandy Silt

Sandy SiltSilt

Silt

Ueq=27.0'

Ueq=47.5'

Ueq=64.9'

Equilibrium Pore Pressure from Dissipation

0 100 200 300 400

50

55

60

65

70

75

80

85

90

95

100

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 11:54


Sounding: CPT-03

Cone: 335:T1500F15U500




SiltSilty Sand/Sand

Sand

Gravelly SandSand

Gravelly Sand

Silty Sand/Sand

Sandy Silt

Silt

Silty Sand/SandSiltSilty Sand/SandClayey SiltSilt

Ueq=27.0'

Ueq=47.5'

Ueq=64.9'


0 100 200 300 400

0

5

10

15

20

25

30

35

40

45

50

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:31:14 09:02


Sounding: CPT-04

Cone: 335:T1500F15U500




Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Clayey Silt

Silty Clay

Clayey Silt

Sensitive Fines

Silt

Silty Clay

Clay

Clayey Silt

Silt

Silty Sand/Sand

Sand

Sandy Silt

Silt

Clayey SiltSandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

SandSilty Sand/SandSand

Ueq=45.0'

Ueq=68.6'

Ueq=92.8'

Ueq=106.8'

Ueq=111.4'


0 100 200 300 400

50

55

60

65

70

75

80

85

90

95

100

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:31:14 09:02


Sounding: CPT-04

Cone: 335:T1500F15U500




Sand

Silty Sand/SandSandGravelly SandSandClayey Silt

Silty Sand/SandSandSilty Sand/SandSandGravelly SandSandy Silt

Silt

Sandy Silt

Sand

Sandy Silt

Sandy Silt

Silt

Sandy Silt

Sandy Silt

Silt

Sandy Silt

Sandy Silt

Clayey SiltSiltSandy SiltSilt

Sandy Silt

Silt

Clayey Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/SandSiltSand

Gravelly Sand

Ueq=45.0'

Ueq=68.6'

Ueq=92.8'

Ueq=106.8'

Ueq=111.4'


0 100 200 300 400

0

5

10

15

20

25

30

35

40

45

50

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:31:14 08:11


Sounding: CPT-05

Cone: 335:T1500F15U500




Sandy Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Clayey Silt

Silty Clay

Sensitive Fines

Clayey Silt

Silty Clay

Sensitive Fines

Clayey Silt

SiltSandy SiltSilty Sand/Sand

Sand

Silty Sand/Sand

Sandy SiltSiltSilty Sand/Sand

Silty Sand/Sand

Silty Sand/Sand

Sand

SiltSilty ClayClayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Ueq=24.8'

Ueq=46.8'Equilibrium Pore Pressure from Dissipation

0 100 200 300 400

50

55

60

65

70

75

80

85

90

95

100

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:31:14 08:11


Sounding: CPT-05

Cone: 335:T1500F15U500




Silty Sand/Sand

Sand

Gravelly Sand

Sand

Sandy Silt

SandGravelly SandSilty Sand/Sand

Sandy Silt

Silt

Clayey Silt

Silt

Clayey SiltSand

Sandy SiltClayey SiltSilt

Ueq=24.8'

Ueq=46.8'


0 100 200 300 400

0

5

10

15

20

25

30

35

40

45

50

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 11:56


Sounding: CPT-06

Cone: 335:T1500F15U500




Silty Sand/Sand

Sand

Silty Sand/SandSandy SiltSilt

Clayey Silt

Silt

Clayey Silt

Sensitive Fines

Clayey Silt

SiltSandy SiltSilt

Sandy SiltSilt

Clayey Silt

Silty Clay

Silt

Silty Sand/SandSandy SiltSilt

Sand

Silty Sand/SandSiltSilty ClaySiltSand

Sandy Silt

Silt

Silt

Silty Sand/Sand

Silt

SandSilty Sand/Sand

Ueq=38.3'

Ueq=64.7'


0 100 200 300 400

50

55

60

65

70

75

80

85

90

95

100

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 11:56


Sounding: CPT-06

Cone: 335:T1500F15U500




Silty Sand/SandSandSilty Sand/Sand

Sand

Sandy Silt

Silt

Silty Sand/SandSandy Silt

Silty Sand/Sand

Silt

Clayey Silt

Silt

Silty Sand/SandSilt

Ueq=38.3'

Ueq=64.7'


0 100 200 300 400

0

5

10

15

20

25

30

35

40

45

50

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 14:07


Sounding: CPT-07

Cone: 335:T1500F15U500




Silty Sand/Sand

Sand

Sandy Silt

Silt

Clayey Silt

Sensitive Fines

Clayey SiltSiltSandy SiltSiltClayey SiltSandy Silt

Silt

Clayey Silt

Silt

Sand

Silty Sand/Sand

Silty Sand/SandSiltClayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

SiltSilty Sand/SandSand

Ueq=27.8'

Ueq=48.6'

Ueq=69.7'

Ueq=90.5'

Ueq=110.0'

Ueq=119.8'


0 100 200 300 400

50

55

60

65

70

75

80

85

90

95

100

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 14:07


Sounding: CPT-07

Cone: 335:T1500F15U500




Sand

Gravelly SandSandy Silt

Sandy Silt

Gravelly Sand

Silty Sand/Sand

Silt

Sandy Silt

Sand

Sand

SiltSandy Silt

Silt

Sandy Silt

Silt

Sandy SiltSand

Silt

Sandy Silt

Silt

Sandy Silt

SiltSandy Silt

Sandy Silt

Silty Sand/Sand

Sand

Gravelly Sand

Ueq=27.8'

Ueq=48.6'

Ueq=69.7'

Ueq=90.5'

Ueq=110.0'

Ueq=119.8'


0 100 200 300 400

0

5

10

15

20

25

30

35

40

45

50

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 14:05


Sounding: CPT-08

Cone: 335:T1500F15U500




Sandy Silt

SandSilty Sand/Sand

Silt

Clayey Silt

Clayey Silt

Sensitive Fines

Silty Clay

Sensitive Fines

Clayey Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Clayey Silt

Sand

Silty Sand/Sand

Silt

Silty Clay

Silt

Clayey Silt

Clay

Clayey SiltSandy Silt

Sandy SiltSilty Sand/SandSand

Ueq=36.4'

Ueq=48.9'

Ueq=57.8'


0 100 200 300 400

50

55

60

65

70

75

80

85

90

95

100

qt (tsf)

De

pth

(fe

et)

0.0 1.0 2.0 3.0 4.0

fs (tsf)

0 100 200 3000

u (ft)

0.0 2.0 4.0 6.0 8.0

Rf (%)

0 6 12

SBT


Date: 07:30:14 14:05


Sounding: CPT-08

Cone: 335:T1500F15U500




Sand

Sandy Silt

Sand

Sandy Silt

Gravelly Sand

Silty Sand/Sand

Sandy Silt

Gravelly Sand

Sand

Silt

Sandy Silt

Sandy SiltSilt

Ueq=36.4'

Ueq=48.9'

Ueq=57.8'


PPD Plots

0 100 200 300 400 500 600

0.0

10.0

20.0

30.0

40.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 11:54:31


Sounding: CPT-03

Cone: 335

Cone Area: 15 sq cm

Trace Summary: Filename: 14-52067_CP03.PPD

Depth: 10.050 m / 32.972 ft

Duration: 600.0 s

U Min: 11.3 ft

U Max: 27.4 ft

WT: 1.817 m / 5.960 ft

Ueq: 27.0 ft

0 200 400 600 800

0.0

20.0

40.0

60.0

80.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 11:54:31


Sounding: CPT-03

Cone: 335

Cone Area: 15 sq cm


Depth: 15.500 m / 50.852 ft

Duration: 800.0 s

U Min: 17.9 ft

U Max: 48.0 ft

WT: 1.035 m / 3.395 ft

Ueq: 47.5 ft

0 100 200 300 400

0

25

50

75

100

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 11:54:31


Sounding: CPT-03

Cone: 335

Cone Area: 15 sq cm


Depth: 20.250 m / 66.436 ft

Duration: 400.0 s

U Min: 55.4 ft

U Max: 74.7 ft

WT: 0.464 m / 1.522 ft

Ueq: 64.9 ft

0 50 100 150 200 250 300

0.0

20.0

40.0

60.0

80.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 09:02:49


Sounding: CPT-04

Cone: 335

Cone Area: 15 sq cm


Depth: 15.550 m / 51.016 ft

Duration: 300.0 s

U Min: 11.2 ft

U Max: 52.5 ft

WT: 1.834 m / 6.017 ft

Ueq: 45.0 ft

0 100 200 300 400

0

25

50

75

100

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 09:02:49


Sounding: CPT-04

Cone: 335

Cone Area: 15 sq cm


Depth: 20.900 m / 68.569 ft

Duration: 400.0 s

U Min: 28.4 ft

U Max: 73.8 ft

WT: -0.023 m / -0.075 ft

Ueq: 68.6 ft

0 100 200 300 400

0

50

100

150

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 09:02:49


Sounding: CPT-04

Cone: 335

Cone Area: 15 sq cm


Depth: 24.500 m / 80.380 ft

Duration: 400.0 s

U Min: 30.4 ft

U Max: 98.8 ft

WT: -3.784 m / -12.416 ft

Ueq: 92.8 ft

0 200 400 600 800

0

50

100

150

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 09:02:49


Sounding: CPT-04

Cone: 335

Cone Area: 15 sq cm


Depth: 28.150 m / 92.355 ft

Duration: 800.0 s

U Min: 34.9 ft

U Max: 106.9 ft

WT: -4.396 m / -14.424 ft

Ueq: 106.8 ft

0 200 400 600

0

50

100

150

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 09:02:49


Sounding: CPT-04

Cone: 335

Cone Area: 15 sq cm


Depth: 29.750 m / 97.604 ft

Duration: 610.0 s

U Min: 88.0 ft

U Max: 111.7 ft

WT: -4.191 m / -13.751 ft

Ueq: 111.4 ft

0 50 100 150 200 250 300

0.0

10.0

20.0

30.0

40.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 08:11:02


Sounding: CPT-05

Cone: 335

Cone Area: 15 sq cm


Depth: 9.850 m / 32.316 ft

Duration: 300.0 s

U Min: 3.6 ft

U Max: 25.2 ft

WT: 2.295 m / 7.528 ft

Ueq: 24.8 ft

0 100 200 300 400

0.0

20.0

40.0

60.0

80.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 31-Jul-2014 08:11:02


Sounding: CPT-05

Cone: 335

Cone Area: 15 sq cm


Depth: 16.400 m / 53.805 ft

Duration: 400.0 s

U Min: 43.0 ft

U Max: 50.1 ft

WT: 2.142 m / 7.026 ft

Ueq: 46.8 ft

0 100 200 300 400

0.0

20.0

40.0

60.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 11:56:46


Sounding: CPT-06

Cone: 335

Cone Area: 15 sq cm


Depth: 11.950 m / 39.206 ft

Duration: 400.0 s

U Min: 27.2 ft

U Max: 38.5 ft

WT: 0.275 m / 0.901 ft

Ueq: 38.3 ft

0 50 100 150 200 250 300

0

25

50

75

100

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 11:56:46


Sounding: CPT-06

Cone: 335

Cone Area: 15 sq cm


Depth: 20.000 m / 65.616 ft

Duration: 300.0 s

U Min: 64.6 ft

U Max: 78.6 ft

WT: 0.265 m / 0.871 ft

Ueq: 64.7 ft

0 100 200 300 400 500

0.0

10.0

20.0

30.0

40.0

50.0

0.0

-10.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:07:27


Sounding: CPT-07

Cone: 335

Cone Area: 15 sq cm


Depth: 10.650 m / 34.941 ft

Duration: 500.0 s

U Min: -1.6 ft

U Max: 28.5 ft

WT: 2.161 m / 7.091 ft

Ueq: 27.8 ft

0 50 100 150 200 250 300

0.0

20.0

40.0

60.0

80.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:07:27


Sounding: CPT-07

Cone: 335

Cone Area: 15 sq cm


Depth: 16.050 m / 52.657 ft

Duration: 300.0 s

U Min: 5.3 ft

U Max: 50.0 ft

WT: 1.230 m / 4.035 ft

Ueq: 48.6 ft

0 100 200 300 400

0

25

50

75

100

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:07:27


Sounding: CPT-07

Cone: 335

Cone Area: 15 sq cm


Depth: 21.250 m / 69.717 ft

Duration: 400.0 s

U Min: 6.4 ft

U Max: 83.3 ft

WT: 0.004 m / 0.014 ft

Ueq: 69.7 ft

0 100 200 300 400

0

50

100

150

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:07:27


Sounding: CPT-07

Cone: 335

Cone Area: 15 sq cm


Depth: 24.900 m / 81.692 ft

Duration: 400.0 s

U Min: 2.8 ft

U Max: 92.7 ft

WT: -2.674 m / -8.773 ft

Ueq: 90.5 ft

0 100 200 300 400 500

0

50

100

150

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:07:27


Sounding: CPT-07

Cone: 335

Cone Area: 15 sq cm


Depth: 28.300 m / 92.847 ft

Duration: 500.0 s

U Min: 30.4 ft

U Max: 127.4 ft

WT: -5.215 m / -17.110 ft

Ueq: 110.0 ft

0 100 200 300 400 500

0

100

200

300

400

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:07:27


Sounding: CPT-07

Cone: 335

Cone Area: 15 sq cm


Depth: 30.500 m / 100.064 ft

Duration: 500.0 s

U Min: 119.7 ft

U Max: 324.6 ft

WT: -6.018 m / -19.743 ft

Ueq: 119.8 ft

0 50 100 150 200 250 300

0.0

20.0

40.0

60.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:05:30


Sounding: CPT-08

Cone: 335

Cone Area: 15 sq cm


Depth: 11.300 m / 37.073 ft

Duration: 300.0 s

U Min: 30.4 ft

U Max: 36.9 ft

WT: 0.193 m / 0.633 ft

Ueq: 36.4 ft

0 50 100 150 200 250 300

0.0

20.0

40.0

60.0

80.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:05:30


Sounding: CPT-08

Cone: 335

Cone Area: 15 sq cm


Depth: 15.750 m / 51.673 ft

Duration: 300.0 s

U Min: 17.6 ft

U Max: 49.3 ft

WT: 0.833 m / 2.733 ft

Ueq: 48.9 ft

0 50 100 150 200 250 300

0.0

20.0

40.0

60.0

80.0

Time (s)

Pore

Pre

ssure

(ft

)IGES

Job No: 14-52067

Date: 30-Jul-2014 14:05:30


Sounding: CPT-08

Cone: 335

Cone Area: 15 sq cm


Depth: 18.300 m / 60.039 ft

Duration: 300.0 s

U Min: 25.2 ft

U Max: 58.3 ft

WT: 0.671 m / 2.200 ft

Ueq: 57.8 ft

cone penetration test data - logan, utah full report.pdf · cone penetration test data ... all cpt...

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