CONE PENETRATION TEST DATA
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1 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
2 ConeTec, Inc. Geotechnical and Environmental Site Investigation Contractors 37 West 0 South, Salt Lake City, UT PO Box 22082, Salt Lake City, UT Tel: (801) Fax: (801) Web: saltlakecity@conetec.com August 4, 2014 Job No.: Mr. Jared Hawes Tel: (801) IGES, Inc. Fax : (801) Commerce Drive jaredh@igesinc.com Salt Lake City, UT 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-cm 2 tip and a 225-cm 2 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 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 u 2 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. Salt Lake City, UT West Berlin, NJ Richmond, VA Raleigh, NC Vancouver, BC Edmonton, AB Toronto, ON Fort McMurray, AB Lima, Peru
3 Mr. Jared Hawes Job No.: IGES, Inc. Page 2 of 2 August 4, 2014 Zone SPT qt/n Unit Wt. (kn/m 3 ) Unit Wt. (pcf) Drainage Condition Description Neither Undefined Undrained Sensitive Fines Undrained Organic Soil Undrained Clay Undrained y Clay Undrained Clayey Both Drained y Drained y / Drained Drained Gravelly Drained Stiff Fine Grained Drained Cemented 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. Pete Bowen Peter A. Bowen, E.I.T. Staff Engineer Reviewed By: Shawn Steiner Shawn D. Steiner, P.E. Regional Manager Enclosures Salt Lake City, UT West Berlin, NJ Richmond, VA Raleigh, NC Vancouver, BC Edmonton, AB Toronto, ON Fort McMurray, AB Lima, Peru
4 ConeTec, Inc. - IGES, Inc. Job No.: Proposed Logan Wastewater Plant Addition Logan, Utah CPT Testing Summary Sounding ID CPT Date CPT Filename CPT Depth (ft) PPD Depth (ft) PPD Duration (sec) Ueq (ft) Calculated Water Table (ft) CPT Jul _CP CPT Jul _CP CPT Jul _CP CPT Jul _CP CPT Jul _CP CPT Jul _CP Comments
5 CPT Plots
6 Date: 07:30:14 11:54 Sounding: CPT-03 :T10F15U0 qt (tsf) fs (tsf) u (ft) Rf (%) SBT y y / y 5 10 Clayey Clayey 15 Clayey 20 Depth (feet) Ueq=27.0' Sensitive Fines Clayey Clayey Clayey Clayey y y Clayey y Clay 45 Clayey y Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP03.COR Unit Wt: SBT Chart Soil Zones Ueq=47.5' y SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
7 qt (tsf) fs (tsf) Date: 07:30:14 11:54 u (ft) Ueq=47.5' Rf (%) Sounding: CPT-03 :T10F15U0 SBT y / Gravelly Gravelly y / y Ueq=64.9' y / y / Clayey Depth (feet) Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP03.COR Unit Wt: SBT Chart Soil Zones SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
8 IGES qt (tsf) fs (tsf) Date: 07:31:14 09:02 u (ft) Rf (%) Sounding: CPT-04 :T10F15U0 SBT y y / y Clayey 10 y Clay 15 Clayey 20 Depth (feet) Sensitive Fines y Clay Clay Clayey y / 35 y 40 Clayey y 45 Clayey y Max Depth: 30.0 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP04.COR Unit Wt: SBT Chart Soil Zones Ueq=45.0' y / SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
9 qt (tsf) fs (tsf) Date: 07:31:14 09:02 u (ft) Ueq=45.0' Rf (%) Sounding: CPT-04 :T10F15U0 SBT y / Gravelly Clayey y / y / Gravelly y Ueq=68.6' y y y Depth (feet) 75 y y Ueq=92.8' Ueq=106.8' Ueq=111.4' y y Clayey y y Clayey y y / y / Gravelly 100 Max Depth: 30.0 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP04.COR Unit Wt: SBT Chart Soil Zones SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
10 IGES qt (tsf) fs (tsf) Date: 07:31:14 08:11 u (ft) Rf (%) Sounding: CPT-05 :T10F15U0 SBT y y y / y 10 Clayey y Clay Sensitive Fines Clayey y Clay Depth (feet) Sensitive Fines Clayey y y / Ueq=24.8' y / y y / y / y / 45 y Clay Clayey y y / Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP05.COR Unit Wt: SBT Chart Soil Zones Ueq=46.8' SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
11 qt (tsf) fs (tsf) Date: 07:31:14 08:11 u (ft) Ueq=46.8' Rf (%) Sounding: CPT-05 :T10F15U0 SBT y / Gravelly y Gravelly y / y Clayey Clayey y Clayey Depth (feet) Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP05.COR Unit Wt: SBT Chart Soil Zones SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
12 IGES qt (tsf) fs (tsf) Date: 07:30:14 11:56 u (ft) Rf (%) Sounding: CPT-06 :T10F15U0 SBT y / y / y Clayey Clayey 20 Depth (feet) Sensitive Fines Clayey y y Clayey y Clay y / y Ueq=38.3' y / y Clay y Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP06.COR Unit Wt: SBT Chart Soil Zones y / y / SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
13 qt (tsf) fs (tsf) Ueq=38.3' Date: 07:30:14 11:56 u (ft) Ueq=64.7' Rf (%) Sounding: CPT-06 :T10F15U0 SBT y / y / y y / y y / Clayey y / Depth (feet) Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP06.COR Unit Wt: SBT Chart Soil Zones SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
14 Date: 07:30:14 14:07 Sounding: CPT-07 :T10F15U0 qt (tsf) fs (tsf) u (ft) Rf (%) SBT y / y 5 10 Clayey Sensitive Fines Depth (feet) Clayey y Clayey y Clayey Ueq=27.8' y / y / Clayey Clayey 45 y y / Max Depth: 30.0 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP07.COR Unit Wt: SBT Chart Soil Zones Ueq=48.6' SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
15 Date: 07:30:14 14:07 Sounding: CPT-07 :T10F15U0 qt (tsf) fs (tsf) u (ft) Rf (%) SBT Ueq=48.6' 55 Gravelly y y 60 Gravelly y / Ueq=69.7' y y Depth (feet) 75 y 80 Ueq=90.5' y 85 y Ueq=110.0' y y y y / Gravelly 100 Ueq=119.8' Max Depth: 30.0 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP07.COR Unit Wt: SBT Chart Soil Zones SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
16 qt (tsf) fs (tsf) Date: 07:30:14 14:05 u (ft) Rf (%) Sounding: CPT-08 :T10F15U0 SBT y y / 5 Clayey Clayey 20 Sensitive Fines y Clay Depth (feet) 25 Sensitive Fines Clayey Clayey 30 y y / y 35 Clayey Ueq=36.4' 40 y / y Clay 45 Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP08.COR Unit Wt: SBT Chart Soil Zones Ueq=48.9' Clayey Clay Clayey y y y / SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
17 Ueq=36.4' IGES qt (tsf) fs (tsf) Date: 07:30:14 14:05 u (ft) Ueq=48.9' Ueq=57.8' Rf (%) Sounding: CPT-08 :T10F15U0 SBT y y Gravelly y / y Gravelly y y Depth (feet) Max Depth: 21.3 m / ft Depth Inc: 0.0 m / ft Avg Int: 0.1 m File: _CP08.COR Unit Wt: SBT Chart Soil Zones SBT: Lunne, Robertson and Powell, 1997 Coords: Lat: Long: Equilibrium Pore Pressure from Dissipation
18 PPD Plots
19 Date: 30-Jul :54:31 Sounding: CPT Filename: _CP03.PPD Depth: 10.0 m / ft Duration: s U Min: 11.3 ft U Max: 27.4 ft WT: m / ft Ueq: 27.0 ft
20 Date: 30-Jul :54:31 Sounding: CPT Filename: _CP03.PPD Depth: 15.0 m /.852 ft Duration: s U Min: 17.9 ft U Max: 48.0 ft WT: m / ft Ueq: 47.5 ft
21 Date: 30-Jul :54:31 Sounding: CPT Filename: _CP03.PPD Depth: 20.2 m / ft Duration: s U Min: 55.4 ft U Max: 74.7 ft WT: m / ft Ueq: 64.9 ft
22 Date: 31-Jul :02:49 Sounding: CPT Filename: _CP04.PPD Depth: 15.5 m / ft Duration: s U Min: 11.2 ft U Max: 52.5 ft WT: m / ft Ueq: 45.0 ft
23 Date: 31-Jul :02:49 Sounding: CPT Filename: _CP04.PPD Depth: m / ft Duration: s U Min: 28.4 ft U Max: 73.8 ft WT: m / ft Ueq: 68.6 ft
24 Date: 31-Jul :02:49 Sounding: CPT Filename: _CP04.PPD Depth: 24.0 m / ft Duration: s U Min: 30.4 ft U Max: 98.8 ft WT: m / ft Ueq: 92.8 ft
25 Date: 31-Jul :02:49 Sounding: CPT Filename: _CP04.PPD Depth: 28.1 m / ft Duration: s U Min: 34.9 ft U Max: ft WT: m / ft Ueq: ft
26 Date: 31-Jul :02:49 Sounding: CPT Filename: _CP04.PPD Depth: 29.7 m / ft Duration: s U Min: 88.0 ft U Max: ft WT: m / ft Ueq: ft
27 Date: 31-Jul :11:02 Sounding: CPT Filename: _CP05.PPD Depth: 9.8 m / ft Duration: s U Min: 3.6 ft U Max: 25.2 ft WT: m / ft Ueq: 24.8 ft
28 Date: 31-Jul :11:02 Sounding: CPT Filename: _CP05.PPD Depth: m / ft Duration: s U Min: 43.0 ft U Max:.1 ft WT: m / ft Ueq: 46.8 ft
29 Date: 30-Jul :56:46 Sounding: CPT Filename: _CP06.PPD Depth: 11.9 m / ft Duration: s U Min: 27.2 ft U Max: 38.5 ft WT: m / ft Ueq: 38.3 ft
30 Date: 30-Jul :56:46 Sounding: CPT Filename: _CP06.PPD Depth: m / ft Duration: s U Min: 64.6 ft U Max: 78.6 ft WT: m / ft Ueq: 64.7 ft
31 Date: 30-Jul :07:27 Sounding: CPT Filename: _CP07.PPD Depth: 10.6 m / ft Duration: 0.0 s U Min: -1.6 ft U Max: 28.5 ft WT: m / ft Ueq: 27.8 ft
32 Date: 30-Jul :07:27 Sounding: CPT Filename: _CP07.PPD Depth: 16.0 m / ft Duration: s U Min: 5.3 ft U Max:.0 ft WT: m / ft Ueq: 48.6 ft
33 Date: 30-Jul :07:27 Sounding: CPT Filename: _CP07.PPD Depth: 21.2 m / ft Duration: s U Min: 6.4 ft U Max: 83.3 ft WT: m / ft Ueq: 69.7 ft
34 Date: 30-Jul :07:27 Sounding: CPT Filename: _CP07.PPD Depth: m / ft Duration: s U Min: 2.8 ft U Max: 92.7 ft WT: m / ft Ueq: 90.5 ft
35 Date: 30-Jul :07:27 Sounding: CPT Filename: _CP07.PPD Depth: m / ft Duration: 0.0 s U Min: 30.4 ft U Max: ft WT: m / ft Ueq: ft
36 Date: 30-Jul :07:27 Sounding: CPT Filename: _CP07.PPD Depth: 30.0 m / ft Duration: 0.0 s U Min: ft U Max: ft WT: m / ft Ueq: ft
37 Date: 30-Jul :05:30 Sounding: CPT Filename: _CP08.PPD Depth: m / ft Duration: s U Min: 30.4 ft U Max: 36.9 ft WT: m / ft Ueq: 36.4 ft
38 Date: 30-Jul :05:30 Sounding: CPT Filename: _CP08.PPD Depth: 15.7 m / ft Duration: s U Min: 17.6 ft U Max: 49.3 ft WT: m / ft Ueq: 48.9 ft
39 Date: 30-Jul :05:30 Sounding: CPT Filename: _CP08.PPD Depth: m / ft Duration: s U Min: 25.2 ft U Max: 58.3 ft WT: m / ft Ueq: 57.8 ft
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