CITY OF MANTECA
Request for Proposals (RFP)
for
Progressive Design-Build Services
for the
Sidestream Treatment (CIP 25005)
and UV Rehabilitation (CIP 25004) Project
Issued: [DATE]
Electronic Proposals Due: [DATE] @ 5:00 p.m.
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 2 I. INTRODUCTION
The City of Manteca (City) is issuing this Request for Proposals (RFP) to invite the entities identified below (Proposers) to submit a Proposal to provide integrated design and construction services of new facilities related to sidestream treatment (CIP 25005) and ultraviolet (UV) disinfection (CIP 25004) Project (Project).
A. RFP ORGANIZATION
This RFP consists of 11 sections and 4 attachments:
▪ Section I: Introduction.
▪ Section II: Project and Services Description.
▪ Section III: Scope of Services.
▪ Section IV: Materials Furnished by City.
▪ Section V: Proposal Instructions.
▪ Section VI: Acceptance of Proposals.
▪ Section VII: Proposal Evaluation and Selection.
▪ Section VIII: Negotiations and Engagement.
▪ Section IX: Conflict of Interest.
▪ Section X: Schedule for PDB Team Selection.
▪ Section XI: Communications with City Contact.
▪ Attachment A: Project Requirements.
▪ Attachment B: Draft Scope of PDB Services.
▪ Attachment C: Draft PDB Agreement.
▪ Attachment D: Fee Proposal Form
B. PROJECT DELIVERY AND CONTRACTING APPROACH
As described in the Request for Qualifications (RFQ) issued by the City on April 1, 2025, the Project will be delivered using the Progressive Design-Build (PDB) project delivery approach. Using the PDB project delivery method, the successful Proposer (PDB Team) will provide design and construction services for the Project in two phases.
▪ Preconstruction Phase: The City will issue a contract (PDB Agreement) with the PDB Team to provide Preconstruction Phase services for the development of the design for the Project. During this phase, the PDB Team will advance the design to approximately 60 percent completion and present a construction schedule and an open book Guaranteed Maximum Price (GMP) to the City. The ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 3 GMP will include the cost of the Construction Phase work through commissioning and start-up, general conditions pricing, overhead, and profit. Construction Phase: Should the City and PDB Team agree on the GMP, the Construction Phase services will be authorized and initiated by an amendment to the PDB Agreement following City Council approval. The PDB Team will procure all subcontractors and vendors, and will be responsible for the Project's construction, startup, commissioning, operator training, performance testing, and warranty services as will be described in the RFP and PDB Agreement. Should the City and the PDB Team be unable to agree on a price for the Construction Phase services, the City reserves the right to terminate the PDB Agreement and begin negotiations with another PDB Team or complete the design and prepare construction documents for public bidding of the Project.
The Draft PDB Agreement is included as Attachment C to this RFP.
C. ELIGIBILITY
The following firms have been deemed eligible to submit Proposals in accordance with the process described in the RFQ.
1.
2.
3.
II. PROJECT AND SERVICES DESCRIPTION
A. PROJECT DESCRIPTION
A description of the Project was provided in the RFQ which included the Sidestream Treatment and UV Rehabilitation Preliminary Design Report prepared by Carollo Engineers.
Additional information has been provided in Attachment A to this RFP.
B. SERVICES
The successful PDB Team will provide integrated design, construction, and other services as described in Section III and Attachment B to this RFP.
C. DBE GOAL
There is no DBE goal for this project.
III. SCOPE OF SERVICES
A detailed Draft Scope of PDB Services is included as Attachment B to this RFP. The following summary of the scope of services is not inclusive and is only intended to be used as an indication of the minimum services to be provided. It is the City’s expectation ATTACHMENT 3
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 4 that the PDB Team shall include in their Proposal (see Section (V) (A) (4) of this RFP) all work necessary for the completion of the Preconstruction Phase Services and no future amendments to a contract would be required.
In general, the successful PDB Team will provide the following services:
Design - Preparation of all design drawings, specifications, and all other necessary design-related work products required to construct the Project in compliance with all permit requirements and all contract documents. Anticipated design-related activities include:
» Designing all Project improvements and necessary interconnections. » Identifying opportunities for construction and operational efficiencies and incorporating them into the design.
» Complying with applicable local and state design review processes. » Securing all regulatory approvals for Project facilities design and pre-construction activities.
Permitting - Application, acquisition, and maintenance of various governmental approvals required for the Project. The City will provide reasonable assistance to the PDB Team in connection with such obligation; however, such assistance will be limited in the manner set forth in the draft PDB Agreement. Construction - Construction of the Project facilities including, amongst others, procuring equipment and subcontractors, securing necessary permits, constructing the Project facilities, conducting startup, commissioning and performance testing, etc.
Anticipated construction-related activities include:
» Securing all permitting and regulatory approvals required for construction. » Constructing the Project facilities in accordance with all contract documents. » Complying with all City, County, and State of California labor and wage requirements.
» Complying with all City, County, State, and Federal permit requirements. » Completing all required Project commissioning activities, including start-up and acceptance testing.
» Preparing an operations and maintenance manual.
» Providing training to City operations and maintenance personnel.
IV. MATERIALS FURNISHED BY CITY
All software, data, reports, surveys, drawings, and other documents furnished to the PDB Team by City for the PDB Team's use in the performance of services shall be made available only for use in performing the assignment and shall remain the property of City.
All such materials shall be returned to City upon completion of services, termination of the Agreement, or other such time as City may determine.
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 5 V. PROPOSAL INSTRUCTIONS
Proposals must be submitted electronically in searchable PDF format and will be accepted until 5:00 p.m., Pacific Time, on the Proposal Due Date identified in Section X of this RFP.
Electronic submittals shall be sent via email to the following:
Kyzen Nicolas
Associate Engineer
City of Manteca – Engineering Department
1001 West Center Street, Suite E
Manteca, CA 95337
[email protected]
All Proposals received after the deadline may be rejected. No extensions will be granted.
Proposers shall include the following information in their Proposals in the order indicated in Subsection A below:
A. Proposal Content:
1. Transmittal Letter
Proposers must submit a transmittal letter on the Proposer's letterhead and signed by a representative of the Proposer who is authorized to sign such material and submit a Proposal. The transmittal letter may include information deemed relevant by the Proposer. If Proposer is a joint venture, the letter must include a joint and several liability statement, and the letter must be signed by an authorized representative for each member of the joint venture.
2. Proposal Section 1: Updates to Statement of Qualifications Proposal Section 1 shall include a narrative, no longer than five pages that summarizes the Proposer’s project team structure, technical qualifications and experience that were submitted in the Proposer’s Statement of Qualifications (SOQ) submitted on May 20, 2025. Beyond this summary, Proposers are not required to resubmit information that was provided in their SOQ unless indicated below.
The Proposer shall affirm the submitted SOQ information. If any part of the submitted SOQ information has materially changed, or if it is expected to change prior to or during the execution of the PDB Agreement, Proposer shall include a detailed listing by SOQ section, or state that there are no changes. This submittal requirement applies to ALL SOQ sections, including Appendices.
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 6 Proposers are reminded that each Proposer was qualified as a complete team, based on the contents of the Proposers SOQ submittal. The City reserves the right to reject any material changes to the information provided in the SOQ, including but not limited to:
Respondent profile (SOQ Part 2).
Project team organization and structure (SOQ Part 3, Section A). Project team Key Personnel (SOQ Part 3, Section B).
Relevant Project Experience (SOQ Part 4).
Financial information (SOQ Appendix B).
In Proposal Section 1, Proposers may also provide additional (new) information to augment their SOQ submittal. Such information shall be categorized by SOQ submittal section (Parts 1 through 4) and contain all information requested by the RFQ for that particular section/subsection.
3. Proposal Section 2: Project Approach
Proposal Section 2 shall include a description of the Proposer’s approach for managing and performing its services during the Project’s Preconstruction and Construction Phases. The Project approach should include the following items:
A discussion of how a collaborative relationship between the PDB Team and the City would be established during Preconstruction Phase development, scheduling, cost estimating and risk management, and the specific communications approach and protocol that will be established and followed.
A discussion of how the design and construction processes will interface (including how constructability issues, construction document packaging, value engineering and risk issues will be addressed).
A discussion of how decisions will be made regarding the PDB Team’s selfperformance of Construction Phase Work vs. utilization of subcontractors and the benefits to the City of the approach.
A description of the process for developing the GMP proposal at the 60 percent design completion (defined by the City), including the PDB Team’s approach to establishing contingencies.
A description of the process for developing early equipment and/or construction package GMPs.
Identification of the key Project risk factors and the approach for mitigation. A narrative on the approach to Project safety.
A narrative on the approach to delivering a quality project.
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 7 A discussion of the specific approach to meeting schedule(s) as well as approaches to mitigate schedule slippage.
A discussion of the PDB Team’s approach to GMP adherence during the Construction Phase.
4. Proposal Section 3: Preconstruction Phase Detailed Scope of Services and Baseline Preconstruction Phase Schedule
Section 3 of the Proposal shall include a Detailed Scope of Services for the Preconstruction Phase Services based on the minimum scope of work requirements provided in Attachment B (Scope of PDB Services) of this RFP. In addition to expanding on the information provided in Attachment B, the Detailed Scope of Services should clearly identify any additional and/or optional task(s), deliverables, and unique approaches that the Proposer believes will provide benefit or value to the City.
Section 3 of the Proposal shall also include:
A table that identifies all deliverables to be prepared under the Detailed Scope of Services and any assumptions regarding level of effort (e.g., number/duration of meetings, number of drafts of deliverables, etc.).
A Baseline Preconstruction Phase Services Schedule that identifies the sequencing and duration of the tasks contained in the Detailed Scope of Services.
Note: Using the task sequencing and duration information provided in the Baseline Preconstruction Phase Services Schedule as well as the final Preconstruction Phase Services scope of work, the Preconstruction Phase Services Schedule will be developed in coordination with the City following selection of the PDB Team. See Attachment B (Scope of PDB Services).
5. Proposal Appendix A: Fee Proposal
The Fee Proposal consists entirely of the Fee Proposal Form provided as Attachment D to this RFP and Proposer-provided attachments (see items 5 and 6 below).
The Fee Proposal shall be submitted along with, but as a separate file, the Proposal.
The Fee Proposal file name shall be clearly marked with the following:
Progressive Design-Build Services – Sidestream and UV Rehabilitation – Fee Proposal [PROPOSER NAME]
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Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 8 The Fee Proposal consists of the following six components:
1. The Preconstruction Phase Services Fee is the not-to-exceed amount that the PDB Team proposes as its maximum compensation for completing the Preconstruction Phase Services as presented in Proposal Part 3.
2. The Construction Phase Services Fee Percentage is the proposed maximum percentage that will be used to determine the fixed amount that will be included in the GMP portion of the Construction Phase Work as total compensation for profit and overhead.
3. The Construction Phase Services Subcontractor Mark-up is the percentage of the cost of the Construction Phase Services that the PDB Team proposes to charge for that portion of the Construction Phase Work provided by subcontractors to the PDB Team.
The Construction Phase Services Fee Percentage (#2 above) is not applied to subcontractor-performed work.
4. The Construction Phase Services Major Equipment Mark-up is the percentage of the cost of the Major Equipment portion of the Construction Phase Work that the PDB Team proposes to charge.
The Construction Phase Services Fee Percentage (#2 above) is not applied to the Major Equipment portion of the Work.
5. Preconstruction Phase Personnel Rates and Prices are the hourly rates and prices that shall apply for all personnel who will perform Preconstruction Phase Services, including Key Personnel, Subcontractors, and others. (Proposers shall provide this information as an attachment to the completed Fee Proposal Form.)
6. Preconstruction Phase Other Direct Costs are the rates and prices that shall apply for all non-labor costs incurred during the execution of the Preconstruction Phase Services. (Proposers shall provide this information as an attachment to the completed Fee Proposal Form.)
B. PDB Agreement:
A draft of the PDB Agreement is included in Attachment C to this RFP and will be the basis for the contract between City and PDB Team.
Insurance requirements for professional services is included in Attachment D to this RFP.
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 9 C. Proposal Format:
Proposals should not exceed 50 (8 ½” x 11”) pages single-sided. Up to 5 pages of this limit may utilize 11” x 17” format. Proposals shall not include any unnecessarily elaborate or promotional material. Page limit does not include the outside cover, section dividers, cover letters and Proposal Appendix A (Fee Proposal). Proposals that do not contain the required information identified in Section V (A) and (C) may be rejected.
D. Changes:
At any time during the procurement process, if a firm makes any changes to proposed Key personnel or subconsultants; they must notify the City in writing of those proposed changes. The City reserves the right to accept or reject such proposed changes or to revise the evaluation scoring to reflect the proposed staffing changes.
E. Appendices:
Information considered being pertinent to the Project and which has not been specifically solicited in any of the aforementioned sections may be placed included in additional appendices to the Proposal and not subject to the page limit restrictions identified in Subsection C above. PDB Teams are cautioned, however, that this does not constitute an invitation to submit large amounts of extraneous materials; appendices should be relevant and brief.
VI. ACCEPTANCE OF PROPOSALS
The City reserves the right to accept or reject any and all proposals, or any item or part thereof, or to waive any informalities or irregularities in proposals. The City reserves the right to withdraw or cancel this RFP at any time without prior notice and the City makes no representation that any contract will be awarded to any firm responding to this RFP.
The City reserves the right to re-issue a new RFP for the same or similar services. The City reserves the right to postpone proposal openings for its own convenience. Proposals received by the City are public information and must be made available to any person upon request. Submitted proposals are not to be copyrighted.
VII. PROPOSAL EVALUATION AND SELECTION
A. General:
The Proposals will be reviewed and evaluated by the City’s selection committee (with assistance provided by outside advisors, if desired by City) according to the requirements and criteria outlined in this Section VII. During the proposal evaluation process, City may submit written questions or requests for clarification to one or more Proposers regarding its Proposal or related matters. A Proposer’s failure to respond in a timely manner to any such questions or requests may be grounds for elimination of ATTACHMENT 3
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 10 the Proposer from further consideration. In addition, the City may require that all or a limited number of Proposers participate in interviews.
B. Responsiveness and Price Reasonableness:
Each Proposal will be reviewed to determine whether it is responsive to the RFP based on the submittal requirements presented in Section V of this RFP. Failure to comply with the requirements of this RFP may result in rejection of the Proposal as non-responsive. At its sole discretion, however, the selection committee may waive any such failure to meet a requirement of this RFP and may request clarification or additional information to remedy a deficiency.
Each component of the Fee Proposal will be evaluated on a pass/fail basis for price reasonableness. With respect to the Preconstruction Phase Services Fee, the analysis will take into consideration the Detailed Scope of Services and the Preconstruction Phase Personnel Rates and Other Direct Costs in the Fee Proposal Form. The City may disqualify any Proposer that submits a Fee Proposal component that the City determines is unreasonable or unrealistic.
C. Evaluation Criteria:
The selection committee will evaluate and rank those Proposals determined responsive per Subsection B above by applying weighted evaluation criteria, as set forth in the table below.
Criterion SOQ/Proposal Section Weighting Max Point
Score
Project Team SOQ Part 3 25% 250
Project Experience SOQ Part 4 20% 200
Project Approach Proposal Section 2 25% 250
Preconstruction Phase Services Detailed
Scope of Services and Baseline
Preconstruction Phase Schedule
Proposal Section 3 20% 200
Construction Phase Services Fee
Percentage
Fee Proposal (Proposal
Appendix A) 10% 100
In ranking the Proposals, the selection committee will use a 1000-point scale whereby the maximum points awarded for each of the evaluation criteria will be based on the percentage weight set forth above.
For the purposes of evaluating the Construction Phase Services Fee Percentage component of the Fee Proposal, the Proposer that submits a Fee Proposal with the lowest Construction Phase Services Fee Percentage will receive the maximum score for the criterion of 100.
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 11 For each Construction Phase Services Fee Percentage component of the Fee Proposal with a higher value, the score will be calculated based upon the following formula:
= �1 − Proposer's Fee Percentage Proposal Value - Lowest Fee Percentage Proposal Value Lowest Fee Percentage Proposal Value � 𝑥𝑥 100
Note: With the exception of the Construction Phase Services Fee Percentage, the information provided in the Fee Proposal will not be considered in the Proposal scoring process but will be evaluated for price reasonableness as described in Section VII (B). Such components will be subject to negotiation as provided in this RFP and the PDB Agreement.
D. Shortlisting and Interviews:
Following completion of the evaluation and scoring process described in Subsection C above, the City will invite the 3 highest ranked Proposers to participate in interviews to present the key points of their Proposals and to answer questions of the selection committee. While the interviews will not be separately scored, the selection committee will have the opportunity to adjust the Proposer point assignments based on the Proposers’ interview performance, particularly with respect to the question and answer period.
E. Selection:
After completion of the process described in Subsections C and D above, the City will notify Proposers of the rankings.
VIII. NEGOTIATIONS AND ENGAGEMENT
The City will enter into negotiations with the top-ranked Proposer. If negotiations with the top-ranked Proposer are not successful, the City will negotiate with the next highestranked Proposer (and so on for lower-ranked Proposers until either a Contract is reached or negotiations with all ranked Proposers end).
IX. CONFLICT OF INTEREST
The selected PDB Team will not be prevented from participating in future projects to the extent that no direct conflict of interest exists at the time. PDB Team’s responsible for a project’s design may not participate in construction management/construction inspection of the project. The determination of a conflict of interest, direct or incidental, shall be at the sole discretion of City.
ATTACHMENT 3
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation 12 X. SCHEDULE FOR PDB TEAM SELECTION
The following is a tentative schedule and is subject to change:
Issue Request for Proposals [Date]
Deadline to Request Clarifications/Questions [Date]
Q&A and/or Addenda Publication [Date]
Proposal Due Date [Date]
Evaluation of Proposals Complete [Date]
Proposer Interviews [Date]
PDB Team Selection [Date]
PDB Agreement Negotiation [Date]
City Council Approval [Date]
Notice to Proceed [Date]
XI. COMMUNICATIONS WITH CITY CONTACT
Kyzen Nicolas will act as the City Contact and shall administer the RFP process. All communications shall be submitted by email and shall specifically reference this RFP.
All communications should be directed to the City Contact as follows:
Kyzen Nicolas
Associate Engineer
[email protected]
Proposers may not rely on any communications from the City Contact or any other individual unless it is provided in writing in the form of an addendum to this RFP. No contact with City staff or any public official concerning the Project during the procurement process outside of any pre-proposal meeting is allowed. City may in, its sole discretion, disqualify from this procurement any Proposer that violates these rules of contact.
All related questions and answers and any addenda will be published on the City website:
https://www.manteca.gov/business/request-for-proposals
ATTACHMENT 3
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation
ATTACHMENT A PROJECT REQUIREMENTS
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-1
PROJECT REQUIREMENTS
The purpose of this document is to provide Technical Requirements for the Manteca WQCF Sidestream Treatment and UV Rehabilitation Project (Project) Request for Proposals. The DB Entity is responsible for providing final design documents for the Project including sealing and signing the final design by California professionally licensed engineers.
I. INTRODUCTION
The project consists of two main components, ultraviolet (UV) disinfection facility improvements and a new sidestream treatment facility. The UV improvements generally consist of constructing a new UV facility to replace the current facility, installing new influent and effluent piping, altering the effluent pump station and existing UV facility, revisions to the flow meter vault and influent piping, and electrical and instrumentation equipment. The sidestream treatment facility generally consists of intercepting and diverting centrate flows from the existing centrifuges, constructing new equalization (EQ) basins and reactors, a blower and electrical/control building, and modifications to the electrical feed.
II. BACKGROUND
A. UV FACILITY
The existing UV facility consists of an inlet basin, two UV channels, and a wet well with an effluent pump station. Electrical room containers rest over enclosed spaces on each side of the channels, powering each channel independently. The system cables are fed through the enclosed space to the UV channels via cable trays and conduits. The master control panel is located in the southern electrical container. The facility is electrically fed from the adjacent effluent motor control center (MCC)/generator building. A bridge crane spans the entire structure, allowing removal of UV banks/modules and pumps.
The existing UV disinfection system was installed in 2007 and is approaching the end of its useful life. Operations staff have noted differences in performance between the two channels with no logical explanation. The UV manufacturer, Wedeco (a Xylem brand), has assisted the City in investigating the differences, but has not been able to determine a reason for the varied performance. The existing south channel has had more coliform hits necessitating increasing the UV dose setpoint to over 200 millijoules per square centimeter (mJ/cm2 ), using
significantly more energy than called for in the design to achieve the permitted disinfection levels. City staff have indicated that they lack confidence in the reliability of this channel and use the north channel as the duty channel.
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-2
Several UV manufacturers were evaluated as part of the project and a recommendation was made for implementation of the Trojan UVSigna 2-Row system. This system was recommended due to lower capital, operations and maintenance, and life-cycle costs, as well as ease of operation and maintenance.
B. SIDESTREAM TREATMENT
The sidestream refers to the liquid (centrate) separated from the biosolids during the dewatering process. A significant amount of nutrient load can be found in the sidestream, particularly nitrogen, contributing about 15 to 20 percent of the influent load but typically only around 1 percent of the influent flow. The high nutrient load sidestream is typically returned to the head of the facility, therefore increasing the nutrient load on the mainstream liquid treatment. Capturing and treating the nutrient rich sidestream has proven to be a more efficient and cost-effective way to reduce the overall nutrient load on the system compared to the mainstream conventional treatment.
Several treatment technologies were evaluated as part of the project and a recommendation was made for implementation of the ANITA™ Mox process by Veolia. ANITA™ Mox process was recommended due to less process equipment, simpler controls, and being less susceptible to losing biomass through washout events. Based on discussions with plant staff, two parallel sidestream treatment reactors and EQ basins are desired to provide additional flexibility for operations and equipment maintenance.
III. PROJECT COMPONENTS AND DESIGN CRITERIA
A. UV FACILITY
This section discusses the critical parameters used to size a replacement UV disinfection system, including flow, ultraviolet transmittance (UVT), UV dose, UV equipment design factors (quartz sleeve fouling and end of lamp life), and redundancy. Trojan’s most recent proposal is included as Appendix A to this attachment.
Table A.1 Replacement UV Disinfection Design Criteria
Description Trojan UVSigna 2-Row
Design Parameter
Peak Design Flow Rate (mgd) 31.08
Average Day Flow Rate (mgd) 9.87
Design UVT (percent) 60
Average UVT (percent) 65
TSS (mg/L) < 5
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-3
Description Trojan UVSigna 2-Row
Quartz Sleeve Fouling Factor 0.94
End of Lamp Life Factor 0.86
MS2 RED (mJ/cm2), per 2012 NWRI UV Guidelines 102.0
Permit Limit
Total Coliform, 7-day median 2.2 MPN/100 mL
Total Coliform, more than once in any 30-day period 23 MPN/100 mL Total Coliform, at any time 240 MPN/100 mL
Configuration
Number of Channels 3
Number of Duty Banks/Channel 6
Number of Standby Banks/Channel 1
Total Number of Banks/Channel 7
Number of Modules/Bank 1
Number of Lamps/Module 22
Total Number of Lamps 462
Number of UV Sensors 21
Number of Power Distribution Centers 9
Number of Master Control Panels 1
Number of Remote Local Operator Interface Panels 1
Total Power Consumption (kW) 501.8
Number of Lamps Operating at Average Conditions(1) 110
Power Consumption at Average Conditions (kW)(1) 109.0
Headloss per Channel at Design Flow (inches) 2.2
Headloss per Channel at Design Flow x 1.20 (inches) 2.9 Notes:
kW – kilowatts; mgd – million gallons per day; mL – milliliter; MPN – most probable number; RED – Reduction Equivalent Dose; TSS – total suspended solids. (1) Average Conditions are defined as a flow rate of 9.87 mgd and a UV transmittance of 65 percent and include the quartz sleeve fouling and end of lamp life factors.
Channel covers should be designed to minimize the number of covers requiring removal to service the UV equipment. The UV channel and UV cable trench should be under aluminum planks spanning the entire channel. This allows the cable trench and channel to be exposed by removing a single plank. Separate covers for the cable trench are not acceptable.
New UV effluent finger weirs will be provided to meet the below design criteria and maintain a constant water level and submergence of the UV banks. The design weir crest length is 43 feet, which provides 3 inches of head over the weir at a flow of 11.5 mgd per UV channel (allows for an additional 11 percent of flow per channel to minimize channel cycling). Baffle plates will be required upstream ATTACHMENT 3
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-4
of the UV channels to condition the flow through each channel. Carollo will perform a CFD analysis during design to confirm the location and design of the baffle plates.
Table A.2 Hydraulic Design Criteria
Criteria Value Units
Peak Flow 31.08 mgd
Free-Discharge Downstream of UV Effluent Weirs 5 inches Head Upstream of UV Effluent Weirs 3 inches
Design Weir Crest Length (Per Channel) 43 feet
Headloss Across UV Banks (Total) 2.2 inches
Headloss from Inlet Baffle Plate 2.0 inches
B. SIDESTREAM TREATMENT
The centrate from the three centrifuges shall be diverted from the plant drain system and routed to new sidestream treatment facilities. The centrate “slop” (solids wasted to drain during centrifuge startup operations) shall be diverted away from the sidestream facilities to not add additional solids load to the process. Include one or two EQ basins and two reactor trains. Each reactor will include two cylindrical screen assemblies, medium bubble aeration system, and a mixer. A new process control building is needed to house dedicated process aeration blowers and electrical and controls equipment. Considerations for ancillary systems are discussed below. Table A.3 shows the design criteria for the process. Veolia’s most recent proposal is included as Appendix B to this attachment for reference.
Table A.3 Design Criteria
Parameter Value
Number of Process Trains 2
Flow, mgd 0.145
NH3 Load, lb/d 965
Minimum EQ Basin hydraulic retention time, hours 8
Maximum Reactor Media Fill, % 40%
Minimum NH3 Removal, % 80%
Minimum TIN Removal, % 70%
Minimum/maximum influent temperature, degrees Celsius 30/35 Estimated Additional Alkalinity Requirement, lb/d 864
Notes:
lb/d – pounds per day; NH3 – ammonia; TIN – total inorganic nitrogen.
ATTACHMENT 3
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Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-5
Plant staff shall have the option to route treated effluent either to the head of the plant or to the front of one or both of the aeration basins, downstream of primary clarifiers. Anammox bacteria sloughed off the media in the sidestream reactors can be utilized in the bioreactors in the mainstream to further enhance nitrogen removal.
Centrate temperature collected between December 2024 and January 2025 were typically between 26 and 27 degrees Celsius (C) with occasional values as low as 23 or 24 degrees C. The WQCF has an uncovered sludge holding tank between digestion and dewatering that provides about one day of sludge storage that results in significant heat loss. The design shall maintain temperature feed of at least 30 degrees C. Options to maintain design feed temperatures may include covering and insulating the sludge feed tank, adding a dedicated heat exchanger to new centrate facilities, or adding submerged hot water piping to the reactors fed from existing heat exchangers for the digesters.
The drinking water source for the City changes seasonally, which affects the alkalinity concentrations in the wastewater. Alkalinity is consumed as part of the process and based on historical data; an alkalinity feed system is needed to meet the required NH3 removal. The PDR evaluated different alkalinity feed systems.
Caustic soda (sodium hydroxide) was eliminated from consideration because it adds sodium, which causes concern with discharge compliance requirements.
Additionally, magnesium hydroxide was eliminated from consideration because it adds magnesium, which can exacerbate struvite maintenance issues at the plant.
Therefore, lime (calcium oxide) is recommended for alkalinity feed. The City prefers hydrated lime over slaked lime because of the additional labor operations and maintenance needed to hydrate slaked lime into a reliable usable form.
Additionally, the City currently doses 20 to 30 mg/L of caustic in the influent for supplemental alkalinity into the mainstream treatment. There is a separate caustic dosing location in the effluent to increase the pH if it is dropping near the compliance threshold. within compliance. The project shall include a new alkalinity feed system for all plant uses including the new sidestream alkalinity feed system.
IV. ELECTRICAL, INSTRUMENTATION, AND CONTROL
A. UV FACILITY
The existing UV equipment is a Wedeco TAK55 system comprised of two UV channels, each with a container-style electrical building. Each container is supplied from a dedicated 500 kilovolt-amperes (kVA), 480-400/231V outdoor, ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-6
dry type transformer. Each transformer is supplied from the existing switchboard DSBE-08-01 (located in the effluent MCC building). Switchboard DSBE-08-01 is rated 277/480V, 3ph, 4W, 2500A. The existing switchboard DSBE-08-01 is connected to a standby generator with a rating of 1875 kVA/1500 kW. While the main switchboard is four-wire, record drawings indicate the standby power switchboard GSBE-08-01 is a three-wire switchboard. There is an automatic transfer switch shown on the Nolte single line diagram (shown in DSBE-08-01) which supplies power to the existing 500 kVA UV transformers when utility power is lost. A field investigation will be required to determine how the system was installed with respect to the neutral when the system is operating on the standby power source. If the neutral becomes disconnected when the system is operating from the standby generator source, then new UV transformers will be supplied with a three-wire, 480V connection to DSBE-08-01.
The existing upstream power distribution equipment and standby generator equipment do not need to be upgraded, as there is sufficient capacity. City staff also noted there have not been any power distribution capacity issues for the present overall UV/effluent pumping configuration. The DB Entity will be required to design all power supply and distribution improvements.
The existing UV/effluent building PLC is Schneider Quantum technology which is now obsolete. This PLC panel shall be upgraded to a modern Schneider platform (i.e., Modicon M340 or M580 platform).
Provide three separate dedicated main power supply feeders from the existing switchboard DSBE-08-01 to UV equipment installed within each of the three new UV channels. Provide three field-mounted panelboards (one for each new UV channel) which will distribute power to each channel’s Power Distribution Centers, Hydraulic System Centers, and inlet gate. Note that the upstream switchboard is 3ph, 4W; however the record drawings indicate the upstream generator nameplate is 3ph, 3W, so there may need to be a transformer between the upstream switchboard and each UV area 480V panelboard when operating on backup power.
A single electrical building will feed the UV system and will require a dedicated 480V, 225A supply feeder (which is the equivalent of 150 kVA). This would be for heating, ventilation, and air conditioning equipment, lighting, etc. to support the building. Per the NEC, this will require one set of 3-#4/0, 1#4GND XHHW-2 copper conductors in a 4-inch conduit. Redundant six-pair fiber optic cables in 2-inch conduit will communicate between the UV/effluent MCC building and the new UV electrical building.
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-7
Table A.4 Electrical Summary
Description Trojan UVSigna (2-Row)
Total Connected Load (kVA) 532.5
Channel Panelboard Demand (kVA) 177.5
Feeder Size (Amps) 268
Conductors Needed 4 – 300KCMil
1 - #4GND XHHW-2
DB Entity shall coordinate with the City and incorporate the City's instrumentation labeling standards for all instruments.
B. SIDESTREAM TREATMENT
The dewatering building is currently the only facility at the plant where the power is not tied in to backup power. Upon preliminary investigation, it appears there should be sufficient spare capacity in the dewatering building to connect new loads for this project. As part of this project, the dewatering building shall be rewired to be on backup power so plant staff can drain and clean out equipment during a power outage. Plant staff do not intend to utilize backup power to perform dewatering operations. However, the sidestream treatment process shall remain operational during a power outage so as to not disrupt the biological process or the plant’s ability to meet effluent treatment objectives. This work requires rerouting wiring from a switchboard in the influent pump station electrical building to upstream of the transfer switch. It is assumed the project will not increase the generator capacity and that the existing backup power is sufficient for the plant needs.
V. GEOTECHNICAL CRITERIA
Shallow groundwater approximately 20 feet below surface, and liquifiable soils have been identified during previous designs. Liquefaction could result in significant damage to the facilities and yard piping during a seismic event. The DB Entity shall evaluate liquefaction where new facilities are proposed and where liquefaction hazards are found, design mitigation measures as required to protect the system. Expansion and flexible connections may be needed on yard piping to prevent damage to the pipeline in a liquefaction event. For reference a previous geotechnical evaluation at the solids handling facility is included as Appendix C.
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation A-8
VI. WORK RESTRICTIONS AND CONSTRAINTS
The DB Entity must comply with the following work restrictions and constraints. Pothole existing utilities to validate design.
Maintain existing operations through commissioning.
• Full UV capacity is required during wet weather months. Shutdowns from October to April shall be limited to 8 hours and shall not occur 48 hours before or during wet weather events.
Maintain City personnel access to existing facilities during construction.
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation
APPENDIX A TROJAN UV PROPOSAL
ATTACHMENT 3
PROPOSAL FOR MANTECA, CALIFORNIA
QUOTE: 247166
10/16/2024
TrojanUVSigna™ incorporates revolutionary innovations, including TrojanUV Solo Lamp™ technology, to reduce the total cost of ownership and drastically simplify operation and maintenance.
It is the ideal solution for facilities wanting to upgrade their disinfection system easily and costeffectively.
We are pleased to provide the enclosed TrojanUVSigna proposal. Please do not hesitate to contact us if you have any questions regarding this proposal. We look forward to working with you.
With best regards,
Jordan Fournier
Regional Manager
Trojan Technologies
[email protected]
519-619-7352
ATTACHMENT 3
Manteca, California 10/16/2024
Quote Number: 247166
DESIGN CRITERIA
Peak Design Flow: 31.08 MGD
Design UV Transmittance: 60% (minimum)
Total Suspended Solids: 5 mg/l (Maximum, grab sample)
Disinfection Limit: 2.20 Total Coliform per 100 ml, 7 day Median, 23 Total Coliform per 100 ml more than once in any 30-day period.
Dose: 102 mJ/cm2 MS2 RED per 2012 NWRI UV Guidelines
Redundancy: 1 redundant bank per channel
DESIGN SUMMARY
CHANNEL (Refer to Trojan layout drawing for complete details) Number of Channels: 3
Minimum Channel Length Required: 50
Channel Width at UV Banks: 5.1
Channel Depth Recommended: 7.8
UV BANKS
Number of Banks per Channel: 7 (6 duty, 1 redundant)
Number of Lamps per Bank: 22
Total Number of UV Lamps: 462 (Including 66 Redundant Lamps) Maximum Duty Power Draw: 417 kW
UV PANELS
Power Distribution Center Quantity: 9
Hydraulic System Center Quantity: 6
System Control Center Quantity: 1
ANCILLARY EQUIPMENT
Level Controller Quantity and Type: 3 Weir Troughs
Integral Bank Walls: Included
On-line UVT Monitoring: Hach UVAS sc Sensor
Other Equipment:
ELECTRICAL REQUIREMENTS
1. Each Power Distribution Center requires an electrical supply of one (1) 480/277V 60Hz, 3 Phase, 4 Wire + Ground, 71.2 kVA
2. Electrical supply for Hydraulic System Center will be (1) 480V 60Hz, 3 Phase, 3 Wire + Ground, 2.5 kVA
3. Electrical supply for System Control Center will be (1) 120V 60Hz, 1 Phase, 2 Wire + Ground, 1.8 kVA
4. The On-line UVT monitor requires (1) 120 Volts, 1 phase, 2 wire + ground, 1A
5. Electrical disconnects are not included in this proposal. Refer to local electrical codes ATTACHMENT 3
Manteca, California 10/16/2024
Quote Number: 247166
COMMERCIAL INFORMATION
Total Capital Cost: $ 3,050,500 (USD)
This price excludes any taxes or duties that may be applicable.
Standard equipment warrantees and start up by Trojan-certified technicians are included.
Easy and Cost-Effective Maintenance
• The 1000 watt TrojanUV Solo Lamp combines the benefits of both low pressure and medium pressure lamps • Fewer lamps, long lamp life and easy change-outs save time and money • Lamp change-outs and cleaning solution replacement are done while the UV system is in the channel – minimizing downtime and simplifying maintenance
• Routine maintenance can be performed while banks are in the channel, but an Automatic Raising Mechanism (ARM) makes other tasks, such as winterization, simple, safe and easy • Lamp plugs with LED status indicators and integral safety interlock prevent an operator from accidentally removing an energized lamp
• ActiClean WWTM chemical/mechanical cleaning system to keep sleeves clean during operation ATTACHMENT 3
Manteca, California 10/16/2024
Quote Number: 247166
SYSTEM OVERVIEW
Simple to Design and Install
• Light locks on the UV banks control water level within the channel, reducing dependence on downstream weirs and preventing short-circuiting above the lamp arc
• UV Banks include integral reactor walls to make installation easy and prevent short circuiting at the channel walls • Stringent tolerances on concrete channel walls are not required – making retrofits simple and cost-effective Supported by Trojan Technologies
• Trojan Technologies warrants all components of the system (excluding UV lamps) against faulty workmanship and materials for a period of 12 months from date of start-up or 18 months after shipment, whichever comes first. • UV lamps are warranted for 15,000 hours of operation or 3 years from shipment, whichever comes first. Lamp warranty is pro-rated after 9,000 hours of operation. This means that if a lamp fails prior to 9,000 hours of use, a new lamp is provided at no charge.
• Trojan offers an unparalleled Lifetime Performance Guarantee. The spirit of this guarantee is simple: the Trojan equipment, as sized for the project, will meet the disinfection requirements for the life of the system.
UV Bank with staggered
inclined lamp, integral
walls and light locks
Advanced Lamp Drivers in
compact, outdoor-rated panel
Easy maintenance with
lamp and cleaning
system access during
disinfection
Simple and quick retrofit
with reduced civil work
required
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation
APPENDIX B ANITATM MOX PROPOSAL
ATTACHMENT 3
Submitted to: John Witter, PE
Carollo Engineers
Submitted by: Sarah Spivey
Application Engineer
Date: February 18, 2025
This document is confidential and may contain proprietary information It is not to be disclosed to a third party without the written consent of Veolia Water Technologies.
Veolia Water Technologies Inc.
4001 Weston Parkway
Cary, NC 27513
tel. +1 919-677-8310 | fax. +1 919-677-0082
www.veoliawatertech.com
Water Technologies
ATTACHMENT 3
Dear John,
Veolia Water Technologies, Inc appreciates the project opportunity and is pleased to present this revised proposal for our ANITA™ Mox MBBR process for deammonification of the anaerobic digester centrate in Manteca, CA.
● Based on the new design basis, we have changed the design from a one-reactor design to a two-reactor design. Due to the increase in number of reactors, more equipment such as mixers, blowers, instrumentation and controls have been added to the scope. ● The dimensions and other details are summarized in Table 3 below. The number of trains and dimensions of each reactor can be adjusted if site specific conditions or certain engineering design goals necessitate such adjustments.
● Please also note that blowers have been included in our scope. If excess air and sufficient pressure are available from the main plant’s blower station, it may be possible to tap air from the main blowers. Many of our full-scale plants get the air supply in this way.
● The current design is a greenfield design. However, if the plant has existing tanks with similar volume as the proposed reactor(s), the ANITA Mox system can potentially be retrofitted into the existing tanks. The ANITA Mox systems at James River VA, Howard County MD, South Durham NC and Denver CO are all retrofits in existing tanks. ● Some equalization volume will provide benefits to the operations of the process. The volume of equalization recommended is often dependent on the plant’s dewatering schedule and flow characteristics.
● Please note that the airlift sprayers/pumps are not included in the system. Therefore, antifoam dosing may be required especially during the startup.
The system has proven to be simple, stable and robust with more than thirty full-scale projects globally and multiple pilot studies. We sincerely hope that our unique ANITA Mox technology, Veolia’s unparalleled experience and excellent services discussed above and below add value to your proposal and enable you to achieve your overall project goals in this endeavor.
In summary, this unique and proven technology, together with Veolia’s successful experience and vast resources will ensure the ANITA Mox process for the sidestream nitrogen removal system is designed for optimum performance and best economic value.
We appreciate the opportunity to provide this proposal to you. If you have any questions or need further information, please contact our local Representative, Simon Morris of JBI Water, or our Regional Sales Manager, Rodrigo Lara, at (503) 380-3995 ([email protected] ). cc: Process, Sales, project file (Veolia)
Simon Morris (JBI Water)
CONFIDENTIAL 1
ATTACHMENT 3
Revision Date Process Eng. Comments
0 9/10/2024 JM /JY Initial, budgetary proposal.
1 10/10/2024 JM /JY Water depth changed
2 02/18/2025 JM / MJ Updated to split design flow between 2 basins.
ANITA Mox Unique Advantages
ANITA Mox provides several key differentiators for deammonification treatment:
● The media based process has been proven to be simple to operate and requires fewer specialized components than suspended/granular sludge technologies and, therefore, less maintenance and attention.
● All of Veolia’s installations have demonstrated that the performance of the system is stable and less prone to process upset due to temporary fluctuations in sidestream characteristics.
● Anammox bacteria grow as a fixed biofilm on HDPE media carriers and are securely retained within the reactor by maintenance-free media retention screens. Unlike suspended growth/granular technologies, there is little risk of anammox washout, substantially improving operational simplicity and reducing maintenance and life cycle cost of the system.
● The AnoxK™ 5 media has a large protected surface area per unit volume (244 ft2 /ft3) for
biofilm growth, enabling a compact system design.
● The ANITA Mox system is tolerant of temporary limitations or fluctuations in pH, temperature and parameter concentrations. Therefore, the system can withstand a wide range of short-term influent variations and recovers when the conditions are corrected. ● The ANITA Mox MBBR process can tolerate higher design TSS concentrations than suspended growth systems without the need for pretreatment. This is another benefit of the anammox bacteria being securely retained on the carriers. ● The ANITA Mox System can be expanded without the need for additional construction.
As flows and loads increase carriers can be incrementally added, which provides the ultimate flexibility for future system expansion.
● Carriers are manufactured from HDPE resins and are designed to last the life of the system. Veolia has MBBR installations in service for over 20 years without carrier replacement.
● Seed media is readily available from multiple US-based bio-farms for accelerated startup.
In the case of systems with multiple trains, once one reactor is started up, the media in that reactor can be used as seed for the startup of other reactors.
CONFIDENTIAL 2
ATTACHMENT 3
Robustness
● The ANITA Mox system is tolerant of temporary limitations or fluctuations in pH, temperature and parameter concentrations. Therefore, the system can withstand a wide range of short-term influent variations without being upset. ○ Tolerates variability in dewatering schedules and dewatering starts/stops ○ Tolerates higher TSS and swings in TSS, does not typically require solids pretreatment.
○ Tolerates episodes of high polymer residual
○ Tolerates wide range of DO, BOD, TP, pH and other parameters ○ Tolerates episodes of high NO2-N and ammonia residual ○ Proven by third-party robustness testing (by LA County) to be an incredibly resilient process that overcomes operational perturbations. For each of the following, LA County purposely upset the biofilm system for a 24-hour period and timed the system’s recovery. In each case, ANITA Mox rebounded quickly and efficiently:
Scenario Recovery Time
24 hour power outage 0 hr
24 hr no feed 0 hr
240 hr Excess Polymer (10x normal) 32 hr
24 hr Excess Polymer (3x normal) 8 hr
24 hr no aeration 16 hrs
24 hr over aeration (23% more) 0 hr
24 hr overfeed (2x) 16 hr
o Proven at various installations, the ANITA Mox system is able to withstand short term or even prolonged system shutdowns. The system can be placed into low-loading mode. This allows the facility to have flexibility in dewatering schedules and perform routine or even emergency maintenance to their digesters and/or dewatering equipment without significant impact to system performance.
Unparalleled ANITA Mox Expertise in Both the US and Rest of World Veolia is a leader in providing the media based deammonification solution to the US municipal market. The Veolia US team works directly with our counterparts at Veolia Engineering and Research Institute in France and AnoxKaldnes AB in Sweden to incorporate the latest knowledge and developments in the design of the media based deammonification technology.
The delivery of cutting edge and global knowledge, coupled with the robustness of the technology, has enabled us to gain the trust of our customers and resulted in rapid adoption.
Veolia has a total of more than forty five (45) full scale ANITA Mox projects worldwide (including CONFIDENTIAL 3
ATTACHMENT 3
15 projects in the US since 2014) since 2010 with more than one hundred years of combined successful operating history. The team has published numerous papers on the technology at various national and international conferences.
Strongest US Technical Support and Customer Service
The Veolia US team, has served the US municipal market for more than 25 years and is headquartered in Cary, NC. A group of more than 10 core process and project experts have each been with Veolia for more than 10 to 25 years. All these experts have been involved in the modeling, design, delivery, startup and troubleshooting of our full scale ANITA Mox projects in the US and to some extent in those of the international installations. These experts have more than 250 years of combined experience and work as a team to provide critical technical support to our customers whenever it is needed.
For services and parts, we have a customer support center and warehouse in Raleigh, NC to respond to your needs in a timely manner. Our local representative, JBI Water, can also provide immediate support and spare parts in most cases.
Strongest Financial Backing
Veolia is the world’s #1 ranked waste and water treatment company, bringing not only expertise and experience, but also vast resources and financial backing that can be leveraged by your project team and the City. Veolia will guarantee process performance and is willing to support such guarantee with a process performance Guarantee Bond. A bid bond and/or payment and performance bonds can also be supplied if desired. We believe such bonds provide more value and protection to your interest.
State of the Art Digital Services Offer
The ANITA Mox process includes the use of our Hubgrade Performance Plant start-up kit, which offers many advantages during the critical period of growth and acclimation of the Anammox bacteria. With the use of a Veolia-provided temporary nitrite probe and remote PLC access provided through a highly secure OPC bridge on a separate “DMZ” network, Veolia’s advanced algorithms and ANITA Mox expert input ensure that the system is fully optimized 24/7 for the proper reactor conditions. Continued use of the Hubgrade Performance Plant system for full-time optimization is also available via an additional service contract. Key benefits include:
Hubgrade Performance
ANITA™Mox Start-Up Kit
+Hubgrade Performance
Advanced Offer
Focus/Driver
Start-up Time Minimized
Start-up Labor Minimized
Sampling Minimized
Optimized Conditions 24/7
Optimized Conditions 24/7
Energy Minimized
CONFIDENTIAL 4
ATTACHMENT 3
Process Description
AnoxKaldnes MBBR
The ANITATM Mox MBBR process is a single-stage nitrogen removal process based on the MBBR platform. It is a continuous-flow, non-clogging biofilm reactor containing moving “carrier elements” or media. The media flows with the water currents in the reactor and does not require backwashing or cleaning. The process is specifically designed for treatment of waste streams with high ammonia concentrations. The system can achieve ammonia removals of up to 80-90% and total nitrogen removals of up to 75-85%. The treatment method uses only 40% of the oxygen demand of conventional nitrification, and it requires no external carbon source.
The anammox biofilm (bacteria) that is critical to the deammonification process is attached to and securely protected by the surfaces of the media. The media is designed to provide a large protected surface area for the biofilm and optimal conditions for biological activity when suspended in water. Media of different shapes and sizes provide flexibility to use the most suitable type depending on wastewater characteristics, discharge standards and available volumes. In addition, a phased approach with different media fill percentage makes expansion of the ANITA Mox system much easier. More media can simply be added for future increase of flow and loads. AnoxKaldnes media is made from virgin HDPE and has a density slightly less than water.
CONFIDENTIAL 5
ATTACHMENT 3
The ANITA Mox process consists of an aerobic nitritation reaction and an anoxic ammonia oxidation (anammox) reaction. The two steps take place simultaneously in different layers of the biofilm. Nitritation occurs in the outer layer of the biofilm. Approximately 55% of the influent ammonia is oxidized to nitrite (NO2
-
). Anammox activity occurs in the inner layer. In this step, the nitrite produced and the remaining ammonia are utilized by the anammox bacteria and converted to nitrogen gas (N2) and a small amount of nitrate (NO3 -
).
ANITA Mox minimizes the risk of anammox washout. With ANITA Mox, the retention of the anammox bacteria within the reactor is easily achieved through the retention of the AnoxKaldnes media by stainless steel media screens. This bacteria retention method is proven to be simple and effective in more than 1,000 AnoxKaldnes MBBR/IFAS systems. Unlike other anammox retention systems, this system is designed to be maintenance free and requires little attention/maintenance from the operators. Anammox retention is an important characteristic of the system, since the anammox bacteria growth rate is very slow compared to conventional wastewater bacteria growth rates. Washout of the anammox bacteria can cause serious upsets of the deammonification process and even irreversible loss of performance.
The ANITA Mox MBBR system consists of four major in-basin mechanical components, media, media retaining screens, air grids and mixers. The media, media retaining screens and air grids are designed to be maintenance-free throughout the lifetime of the system.
The ANITA Mox MBBR system does not require RAS/WAS pumps or recirculation pumps within the system. Moreover, it requires neither internal nor external sludge settlers because it’s a biofilm system with all biofilms attached to and securely protected by the media carriers.
Another benefit of the ANTIA Mox MBBR system is that it does not require the addition of micronutrients for the process to work. Unlike certain suspended growth systems that need CONFIDENTIAL 6
ATTACHMENT 3
micronutrients for sludge conditioning or granule formation, the ANITA Mox system takes advantage of the more robust and adaptive biofilm that is more resistant to adverse influent centrate/filtrate conditions.
AnoxKaldnes ANITA™ Mox System Configuration
Veolia’s scope of supply includes the AnoxKaldnes media, screen assemblies (to keep media in each reactor), medium bubble aeration grids, mixers, etc. In cases where they are needed, Veolia also provides the blowers, instrumentation and controls, SCADA, and field instruments (dissolved oxygen, nitrate, ammonia, etc.) for single-source responsibility.
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ATTACHMENT 3
Design Summary
The ANITA Mox influent design basis is summarized in Table 1. The target effluent criteria for the ANITA Mox system are listed in Table 2. The process design is summarized in Table 3.
Depending on the facility’s dewatering schedule some equalization volume may provide benefits to the operations of the process.
The design assumes that the side stream entering into the proposed ANITA Mox system contains no toxic compounds and has sufficient alkalinity and that none of the equipment provided would be used in a classified area (e.g. Class 1, Division 1 or Class 1, Division 2).
Table 1: Influent Design Basis
Parameter Units Current Future / Design
Flow MGD 0.11 0.145
BOD5* mg/L 275 275
COD mg/L 1,408 1,408
TSS mg/L 524 524
TKN mg/L 893 893
NH4-N mg/L 800 800
Alkalinity2,3 mg/L 2,753 2,753
Elevation1ft 200 200
Min / Max Temperatures1 °C 30 / 35 30 / 35
1. Assumed values.
2. Based on the above design basis, the influent alkalinity is borderline sufficient to achieve 80% ammonia removal. To be safe, provision of a caustic skid is recommended just in case external alkalinity is needed, especially during the performance test period. If a slight variation in removal percentage is acceptable (say anywhere between 75% to 82%), the skid can be omitted. To achieve 85% removal, however, an estimated 480 lbs/day or 60 gal/day (at 25%) of alkalinity will be required.
To achieve 90% removal, an estimated 1180 lbs/day or 140 gal/day (at 25%) of alkalinity will be required.
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ATTACHMENT 3
Table 2: Target Effluent Concentrations- 30 Day Average Parameter Units Value
NH4-N - 80% removal
Total Inorganic Nitrogen - 70% removal
* Effluent values indicate anticipated performance and do not imply guarantees.
Table 3: Process Design Summary
Parameter Units Current Flow Future Flow
Number of Process Trains - 2
Reactor Dimensions (Each) ft 20 L × 20 W × 21 SWD
Reactor Volume (Each) ft3 8,400
Total Volume (All Trains) ft3 16,800
Recommended Freeboard ft 2 – 3
Media Type - AnoxK™5
Fill of Biofilm Carriers % 38 50
Media Volume (All Reactors) ft3 6,650 8,650
Aeration System Type - Medium Bubble
Residual DO, Design mg/L 1.5
Estimated Process Air Requirement SCFM 525 690
Pressure at Top of Drop Pipe* psi 10.2
* Does not include pressure losses between the blowers and reactor drop pipes.
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ATTACHMENT 3
Scope of Supply
Veolia is pleased to present our scope of supply which includes process engineering design, equipment procurement, and field services required for the proposed treatment system, as related to the equipment specified. The work will be performed to Veolia's high standards under the direction of a Project Manager. All matters related to the design, installation, or performance of the system shall be communicated through the Veolia representative giving the Engineer and Owner ready access to Veolia's extensive capabilities.
Process and Design
Veolia will provide process engineering and design support for the system as follows:
● Process Engineering consisting of aeration system sizing and configuration, sieve and outlet design.
● Review and approval of P&I Diagram for the AnoxKaldnes ANITA Mox portion of the process. Preliminary General Arrangement Drawings and review and approval of final General Arrangement Drawings for the process. Review of reactor drawings with respect to penetrations and dimensions, excluding structural design. ● Equipment installation instructions for all equipment supplied by Veolia.
Field Services
Veolia will furnish a Service Engineer to perform the following tasks:
● Inspect installation of key pieces of equipment during construction. ● Inspect the completed system prior to startup.
● Assist the Contractor with initial startup of the system. ● Train the Owner’s staff in the proper operation and maintenance of the AnoxKaldnes ANITA Mox system.
● Test and start any Veolia - supplied control equipment, including PLC programming and SCADA systems.
Hubgrade Performance Plant - ANITA Mox Start-up Kit
The start-up kit includes software implementation and expert assistance during the start-up period. Specifically, Veolia will:
● Provide the temporary use of one (1) nitrite analyzer ● Deliver the communication software package OPC Bridge (UA client to client) software along with all functional specifications for proper implementation with the PLC/SCADA, including Watchdog interaction for safe communication
● Work with the client’s systems integrator to complete implementation of the software package and verify communication to/from the Hubgrade Performance cloud server ● Implement, configure, tune and test of the Hubgrade Performance Plant features CONFIDENTIAL 10
ATTACHMENT 3
● Provide remote expert review of system operation via the Hubgrade Performance Plant cloud platform throughout the start-up phase and completion of effluent performance tests
AnoxKaldnes ANITA™ Mox System Equipment
Mechanical Equipment Items Qty Description
AnoxKaldnes AnoxK™5 Media (ft3)
See
Table 3
Carrier elements are made of high density polyethylene. The total media quantity will include a fraction of seed media to help start up the system.
Cylindrical Screen Assemblies 4
Two (2) per reactor. 304L SS. 19”ø perforated plate
construction terminated in custom flanges for mounting directly to the tank wall.
Medium Bubble Aeration System 2
One (1) air grid system per reactor. 304L SS including headers, lateral piping, and hardware (excluding concrete anchor bolts).
Specially Designed Mechanical Mixers 2 One (1) per ANITA Mox Reactor. Includes VFD.
Process Aeration Blowers 2 + 1
Two (2) duty plus one (1) standby. Each blower will be rated for 415 SCFM at 10.2 psig. 30 HP. Type: Rotary Lobe. All blowers operated by integrated VFDs.
Instrumentation and Controls
Equipment Items Qty Description
PLC Control Panel 1
NEMA 12 Freestanding or Wall Mount Control Panel (For Indoor Use). ControlLogix PLC; Panelview HMI; 120V Feed.
High Level Float Switch 2 One (1) for each reactor..
Submersible Level Probe 2 One (1) for each reactor to monitor water level.
DO Probe (LDO) 2 One (1) for each reactor.
pH meter 2 One (1) pH meter for each reactor.
Thermal Mass Airflow Meter 2 One (1) for each reactor for air flow control.
Magnetic Flowmeter 2
One (1) magnetic flow meter per reactor to measure influent flow.
Ancillary Equipment
(NOT INCLUDED)* Qty Description
Centrate Feed Pumps 2+1 One (1) duty for each reactor plus one (1) standby to feed centrate from the equalization tank. Operated by VFD.
Notes Regarding System Design and Installation
● A note on concrete specifications: For any MBBR or IFAS systems, it is sound practice to require good, quality concrete work for the process reactors. The Consulting Engineer’s standard concrete specification section is typically adequate to eliminate large holes, excessive form marks, large pockets, and excessively rough areas. It is particularly important to eliminate the potential for annular space around media retention screens.
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ATTACHMENT 3
● A note on construction sequencing: It is important, particularly for IFAS installations, to have level detection and level communication systems in place and operational prior to the filling of process tanks with water and media.
Scope of Supply BY INSTALLER/PURCHASER
The scope of supply by others for the AnoxKaldnes ANITA™ Mox system should include, but is not limited to, the following items:
● All civil/site and electrical work.
● A concrete foundation for the tanks.
● Reactors to house the MBBR treatment equipment.
● All provisions for interconnecting piping.
● Unloading, storage and installation of equipment.
● Install and test all level floats, level transmitters, level alarms, and alarm communication devices prior to filling a process tank with media and water ● Centrate equalization tanks
● Cover for reactor tanks (if necessary)
● Temporary provisions for screened primary or secondary effluent during startup. ● Temporary reactor heating during startup.
● Mixer bridges and other structural modifications for the reactors. ● Video recording of any training activities.
Design Options
In addition to the proposed system as detailed herein, Veolia is able to further incorporate our process and controls expertise into wastewater treatment plants, allowing municipalities to meet stringent effluent requirements and future plant upgrades. Veolia is also able to offer our instrumentation and controls expertise to build upon the proposed system by providing a customized plant-wide SCADA system or designing a Motor Control Center (MCC), providing clients a single source responsibility for plant controls. Please contact Veolia if the options above are of interest or to be included in the current proposed system or future upgrades. **Please note that the design options listed above are not included in the pricing noted herein.
Schedule
● Shop drawings will be submitted within 6-8 weeks of receipt of an executed contract by all parties.
● All equipment will be delivered within 18-28 weeks after receipt of written approval of the shop drawings.
● Installation manuals will be furnished upon delivery of equipment. ● Operation and Maintenance Manuals will be submitted within 90 days after receipt of approved shop drawings.
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Pricing
The price for the AnoxKaldnes ANITA™ Mox system, as defined herein, including process and design engineering, field services, and equipment supply is:
Current Flow $1,450,000
Future Flow $1,520,000
Pricing is DDP to the job site. This pricing does not include any sales or use taxes. In addition, pricing is valid for thirty (30) days from the date of issue. The proposed goods may be affected by the ongoing market fluctuations impacting material and shipping costs. Veolia reserves the right to re-evaluate the Proposal price prior to order acceptance.
Please note that the above pricing is expressly contingent upon the items in this proposal and are subject to Veolia’s Standard Terms of Sale detailed herein.
Veolia Standard Terms of Payment
The terms of payment are as follows:
● 10% on receipt of fully executed contract
● 15% on submittal of shop drawings
● 75% on the delivery of equipment to the site
Payment shall not be contingent upon receipt of funds by the Contractor from the Owner. There shall be no retention in payments due to Veolia. All other terms per our Standard Terms of Sale are attached.
All payment terms are net 30 days from the date of invoice. Final payment not to exceed 120 days from delivery of equipment.
CONFIDENTIAL 13
ATTACHMENT 3
Standard Terms of Sale
1. Applicable Terms. These terms govern the purchase and sale of the equipment and related services, if any (collectively, "Equipment"), referred to in Seller’s purchase order, quotation, proposal or acknowledgment, as the case may be ("Seller’s Documentation"). Whether these terms are included in an offer or an acceptance by Seller, such offer or acceptance is conditioned on Buyer’s assent to these terms. Seller rejects all additional or different terms in any of Buyer’s forms or documents.
2. Payment. Buyer shall pay Seller the full purchase price as set forth in Seller’s Documentation. Unless Seller’s Documentation provides otherwise, freight, storage, insurance and all taxes, duties or other governmental charges relating to the Equipment shall be paid by Buyer. If Seller is required to pay any such charges, Buyer shall immediately reimburse Seller. All payments are due within 30 days after receipt of invoice. Buyer shall be charged the lower of 1 ½% interest per month or the maximum legal rate on all amounts not received by the due date and shall pay all of Seller’s reasonable costs (including attorneys’ fees) of collecting amounts due but unpaid. All orders are subject to credit approval.
3. Delivery. Delivery of the Equipment shall be in material compliance with the schedule in Seller’s Documentation. Unless Seller’s Documentation provides otherwise, Delivery terms are DDP to jobsite.
4. Ownership of Materials. All devices, designs (including drawings, plans and specifications), estimates, prices, notes, electronic data and other documents or information disclosed by Seller or prepared solely by Seller or Buyer or jointly by Seller and Buyer in connection with this Agreement, and all intellectual property rights therein, shall be and remain the confidential and proprietary property of Seller, whether or not patented by Seller (“Work Product”).
Buyer hereby irrevocably assigns all rights in any Work Product to Seller. Seller grants Buyer a non-exclusive, non-transferable (except to a successor-in interest to the ownership of the Equipment), paid-up license to use the Work Product solely in connection with Buyer’s use, operation, repair and maintenance of the Equipment at the Jobsite defined in this Agreement. Buyer may not disclose, share, transfer, or sell any such Work Product to third parties without Seller’s prior written consent and such consent may be arbitrarily withheld. Buyer agrees not to resell, transfer or give any of the biologically colonized media or bacteria from the system to any party other than Seller or any of Seller’s affiliates without the prior written consent of Seller for a period of fifteen (15) years from the effective date of this Agreement. Buyer shall not cultivate bacteria or use biomass carriers retrieved from the ANITA Mox system for any research or non-research purposes without prior written consent of the Seller. Any new developments, discoveries or inventions resulting from the operation of the ANITA Mox system in which the ANITA Mox process is a component or is in any way incorporated in whole or in part shall be owned solely by the Seller.
5. Changes. Seller shall not implement any changes in the scope of work described in Seller’s Documentation unless Buyer and Seller agree in writing to the details of the change and any resulting price, schedule or other contractual modifications. This includes any changes necessitated by a change in applicable law occurring after the effective date of any contract including these terms.
6. Warranty. Subject to the following sentence, Seller warrants to Buyer that the Equipment shall materially conform to the description in Seller’s Documentation and shall be free from defects in material and workmanship. The foregoing warranty shall not apply to any Equipment that is specified or otherwise demanded by Buyer and is not manufactured or selected by Seller, as to which (i) Seller hereby assigns to Buyer, to the extent assignable, any warranties made to Seller and (ii) Seller shall have no other liability to Buyer under warranty, tort or any other legal theory. If Buyer gives Seller prompt written notice of breach of this warranty within 18 months from delivery or 1 year from beneficial use, whichever occurs first (the "Warranty Period"), Seller shall, at its sole option and as Buyer’s sole remedy, repair or replace the subject parts or refund the purchase price therefore. If Seller determines that any claimed breach is not, in fact, covered by this warranty, Buyer shall pay Seller its then customary charges for any repair or replacement made by Seller. Seller’s warranty is conditioned on Buyer’s (a) operating and maintaining the Equipment in accordance with Seller’s instructions, (b) not making any unauthorized repairs or alterations, and (c) not being in default of any payment obligation to Seller. Seller’s warranty does not cover damage caused by chemical action or abrasive material, misuse or improper installation (unless installed by Seller). THE WARRANTIES SET FORTH IN THIS SECTION ARE SELLER’S SOLE AND EXCLUSIVE WARRANTIES AND ARE SUBJECT TO SECTION 10 BELOW. SELLER MAKES NO OTHER WARRANTIES OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PURPOSE.
7. Indemnity. Seller shall indemnify, defend and hold Buyer harmless from any claim, cause of action or liability incurred by Buyer as a result of third party claims for personal injury, death or damage to tangible property, to the extent caused by Seller's negligence. Seller shall have the sole authority to direct the defense of and settle any indemnified claim. Seller’s indemnification is conditioned on Buyer (a) promptly, within the Warranty Period, notifying Seller of any claim, and (b) providing reasonable cooperation in the defense of any claim.
8. Force Majeure. Neither Seller nor Buyer shall have any liability for any breach (except for breach of payment obligations) caused by extreme weather or other act of God, strike or other labor shortage or disturbance, fire, accident, war or civil disturbance, delay of carriers, failure of normal sources of supply, act of government or any other cause beyond such party's reasonable control.
9. Cancellation. If Buyer cancels or suspends its order for any reason other than Seller’s breach, Buyer shall promptly pay Seller for work performed prior to cancellation or suspension and any other direct costs incurred by Seller as a result of such cancellation or suspension.
10. LIMITATION OF LIABILITY. NOTWITHSTANDING ANYTHING ELSE TO THE CONTRARY, SELLER SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, INCIDENTAL, SPECIAL, PUNITIVE OR OTHER INDIRECT DAMAGES, AND SELLER’S TOTAL LIABILITY ARISING AT ANY TIME FROM THE SALE OR USE OF THE EQUIPMENT SHALL NOT EXCEED THE PURCHASE PRICE PAID FOR THE EQUIPMENT. THESE LIMITATIONS APPLY WHETHER THE LIABILITY IS BASED ON CONTRACT, TORT, STRICT LIABILITY OR ANY OTHER THEORY.
11. Miscellaneous. If these terms are issued in connection with a government contract, they shall be deemed to include those federal acquisition regulations that are required by law to be included. These terms, together with any quotation, purchase order or acknowledgement issued or signed by the Seller, comprise the complete and exclusive statement of the agreement between the parties (the “Agreement”) and supersede any terms contained in Buyer’s documents, unless separately signed by Seller. No part of the Agreement may be changed or cancelled except by a written document signed by Seller and Buyer. No course of dealing or performance, usage of trade or failure to enforce any term shall be used to modify the Agreement. If any of these terms is unenforceable, such term shall be limited only to the extent necessary to make it enforceable, and all other terms shall remain in full force and effect. Buyer may not assign or permit any other transfer of the Agreement without Seller’s prior written consent. The Agreement shall be governed by the laws of the State of North Carolina without regard to its conflict of laws provisions.
CONFIDENTIAL 14
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation
APPENDIX C PREVIOUS PROJECT GEOTECHNICAL
REPORT
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MANTECA WASTEWATER TREATMENT PLANT IMPROVEMENTS
TASK I – NEW THICKENING FACILITY
2540 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
KLEINFELDER PROJECT # 25001380.001A
AUGUST 26, 2024
Copyright 2024 Kleinfelder
All Rights Reserved
ONLY THE CLIENT OR ITS DESIGNATED REPRESENTATIVES MAY USE THIS DOCUMENT AND ONLY FOR THE SPECIFIC PROJECT FOR WHICH THIS REPORT WAS PREPARED.
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A Report Prepared for:
Mr. Ryan Sellman
Project Manager/Associate VP
Carollo Engineers, Inc.
2795 Mitchell Drive
Walnut Creek, CA 94598
MANTECA WASTEWATER TREATMENT PLANT IMPROVEMENTS
TASK I – NEW THICKENING FACILITY
2540 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
Prepared by:
Neil Falke, GIT
Staff Professional - Geologist
Reviewed by:
Adam Killinger, PE, GE
Senior Principal Geotechnical Engineer
KLEINFELDER
2001 Arch Airport Road
Stockton, CA 95206
Phone: 209.948.1345
Fax: 209.234.4700
August 26, 2024
Kleinfelder Project No:25001380.001A
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TABLE OF CONTENTS
___________________________________________________________________________________ Section Page
1 INTRODUCTION .....................................................................................................................1
1.1 GENERAL ............................................................................................................................. 1
1.2 PROJECT UNDERSTANDING ................................................................................................ 1
1.3 PURPOSE AND SCOPE OF SERVICES.................................................................................... 2 2 FIELD EXPLORATION AND LABORATORY TESTING ...................................................................3
2.1 FIELD EXPLORATION............................................................................................................ 3
2.1.1 Pre-Field Activities................................................................................................. 3
2.1.2 Subsurface Explorations ........................................................................................ 3
2.1.3 Sampling Procedures............................................................................................. 4
2.2 LABORATORY TESTING........................................................................................................ 4 3 GEOLOGIC SETTING................................................................................................................6
3.1 REGIONAL GEOLOGY........................................................................................................... 6
3.2 AREA AND SITE GEOLOGY................................................................................................... 6 4 SITE AND SUBSURFACE CONDITIONS ......................................................................................8
4.1 SITE DESCRIPTION............................................................................................................... 8
4.2 SUBSURFACE CONDITIONS ................................................................................................. 8
4.3 GROUNDWATER.................................................................................................................. 8
4.4 VARIATIONS IN SUBSURFACE CONDITIONS........................................................................ 9 5 CONCLUSIONS AND RECOMMENDATIONS ............................................................................10
5.1 GENERAL ........................................................................................................................... 10
5.2 SITE PREPARATION AND EARTHWORK CONSTRUCTION.................................................. 10
5.2.1 General................................................................................................................. 10
5.2.2 Stripping and Grubbing........................................................................................ 10
5.2.3 Disturbed Soil, Undocumented Fill and Subsurface Obstructions....................... 10
5.2.4 Scarification and Compaction.............................................................................. 11
5.2.5 Engineered Fill ..................................................................................................... 11
5.2.5.1 Materials.................................................................................... 11
5.2.5.2 Compaction Criteria................................................................... 13
5.2.6 Anticipated Excavation Conditions...................................................................... 13
5.2.6.1 General ...................................................................................... 13
5.2.6.2 Shallow Trenches....................................................................... 13
5.2.7 Temporary Excavations........................................................................................ 14
5.2.7.1 General ...................................................................................... 14
5.2.7.2 Excavation and Slopes ............................................................... 14
5.2.7.3 Wet Weather Considerations.................................................... 14
5.2.8 Materials.............................................................................................................. 15
5.3 2022 CBC SEISMIC DESIGN PARAMETERS......................................................................... 15
5.4 LIQUEFACTION.................................................................................................................. 17
5.5 FOUNDATION DESIGN....................................................................................................... 18 ATTACHMENT 3
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5.5.1 Mat Foundation ................................................................................................... 18
5.5.2 Spread Foundations............................................................................................. 18
5.5.3 Lateral Load Resistance ....................................................................................... 19
5.5.4 Construction Considerations ............................................................................... 19
5.6 EXTERIOR FLATWORK ....................................................................................................... 19
5.7 SOIL CORROSION............................................................................................................... 20
5.8 SITE DRAINAGE ................................................................................................................. 22
5.9 CONSTRUCTION DEWATERING......................................................................................... 22 6 ADDITIONAL SERVICES .........................................................................................................24
6.1 PLANS AND SPECIFICATIONS............................................................................................. 24
6.2 CONSTRUCTION OBSERVATION AND TESTING................................................................. 24 7 LIMITATIONS .......................................................................................................................25 TABLES
5-1 Imported Engineered Fill Requirements
5-2 Ground Motion Parameters Based on 2022 CBC/ASCE 7-16 5-3 Soil Corrosion Potential Results
5-4 Soil Resistivity and Corrosivity Correlation
5-5 Sulfate Exposure Categories and Classes
FIGURES
1 Site Vicinity Map
2 Exploration Location Map
3 Site Geologic Map
APPENDICES
A Logs of Explorations
B Laboratory Testing Results
C Liquefaction Analysis
D GBA Report Insert
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MANTECA WASTEWATER TREATMENT PLANT IMPROVEMENTS
TASK I – NEW THICKENING FACILITY
2540 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
1 INTRODUCTION
___________________________________________________________________________________
1.1 GENERAL
This report presents the results of our geotechnical investigation for the Manteca Wastewater Treatment Plant (WWTP) Improvements Project to be located at 2450 W Yosemite Avenue in Manteca, California. A Site Vicinity Map and Exploration Location Map showing the location of the project site are presented on Figures 1 and 2, respectively. This report contains a description of our site investigation methods and findings including field and laboratory data. It also provides our geotechnical conclusions and recommendations for earthwork, foundations, and other construction considerations. Conclusions and recommendations presented in this report are based on the subsurface conditions encountered at the locations of our explorations and our experience in the area.
1.2 PROJECT UNDERSTANDING
For this task, we understand the City of Manteca plans to add a new thickening facility. The thickening facility will be supported by a 60-foot by 60-foot conventional shallow reinforced mat foundation embedded mostly 2 to 3 ft below existing grade with a small section along the western side of the thickening facility embedded about 7½ ft. Structural loading will be about 1,000 psf foundation/soil contact pressure. Ancillary construction will include shallow spread footings loaded at 2,500 psf contact pressure, 6-inch below-grade ductile piping, and potentially concrete flatwork.
Project site topography is relatively flat. Accordingly, we anticipate fills to be up to 4 feet and cuts to be as deep as 7½ feet during earthwork to provide a level foundation pad with positive site drainage.
Excavations for underground utilities are not anticipated to exceed 10 feet below final site grade. If grading conditions are significantly different from these assumptions, we should be given the opportunity to review our recommendations and provide supplemental recommendations, if appropriate.
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1.3 PURPOSE AND SCOPE OF SERVICES
The purpose of this investigation is to explore and evaluate the subsurface conditions at the site in order to provide geotechnical input for the design and construction of the proposed facility and the associated earthwork for this project. Our scope of services was outlined in our proposal dated May 31, 2024 (Proposal No.: LOCALMKT.WEOH/1082900) and consisted of pre-field activities, field exploration, laboratory testing, engineering analysis, and preparation of this report.
This investigation specifically excludes the assessment of site environmental characteristics or future environmental mitigations, particularly those involving hazardous chemicals.
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2 FIELD EXPLORATION AND LABORATORY TESTING
___________________________________________________________________________________
2.1 FIELD EXPLORATION
2.1.1 Pre-Field Activities
Prior to subsurface exploration, Kleinfelder filed an application for a drilling permit with the San Joaquin County Environmental Health Department (SJCEHD), marked exploration locations in the field, and contacted Underground Service Alert North (USAN) to provide utility clearance in the public right-of-way.
We also employed the services of a private utility locator to assess the presence of unmarked/unknown buried utilities at the proposed subsurface exploration sites. We prepared a work plan and a site-specific health and safety plan for the field exploration activities. These plans were discussed with the field crews prior to the start of field exploration work.
2.1.2 Subsurface Explorations
To evaluate the subsurface conditions at the site for the proposed improvements, two borings (B-1 and B-2) were performed on July 25, 2024, and one seismic cone penetrometer test (sCPT) (CPT-1) was performed on July 29, 2024 at the approximate locations shown on Figure 2. The depth of the borings ranged from approximately 16½ to 31½ feet below ground surface (bgs) and the sCPT was advanced to approximately 50 feet bgs. The borings were advanced by Taber Drilling (Taber) of West Sacramento, California using a hand auger in the upper 5 feet and a Deidrich D-120 truck-mounted drill rig thereafter.
Taber used a 4-inch outside diameter (O.D.) mud rotary drill bit and/or a 4-inch O.D.solid-stem auger. The sCPT was also advanced by Taber using a 20-ton electronic push CPT mounted on a ten-wheeled truck.
Explorations were located in the field using a handheld GPS on a mobile device and should be considered approximate. Horizontal coordinates of the borings are approximate and were not surveyed.
A Kleinfelder geologist maintained logs of the borings, visually classified the soils encountered according to the Unified Soil Classification System (presented on Figure A-1 in Appendix A) and obtained samples of the subsurface materials. Soil classifications made in the field from samples and auger cuttings were in accordance with American Society for Testing and Materials (ASTM) Method D2488. These classifications were re-evaluated in the laboratory after further examination and testing in accordance with ASTM D2487. Sample classifications, blow counts recorded during sampling, and other related information were ATTACHMENT 3
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recorded on the boring logs. The blow counts listed on the boring logs are raw values and have not been corrected for the effects of overburden pressure, rod length, sampler size and type, or hammer efficiency.
Keys to the soil descriptions and symbols used on the boring logs are presented in Appendix A along with logs of the borings and CPT. The exploration locations are shown on Figure 2.
Upon completion, the borings and CPT voids were backfilled with neat cement grout in accordance with the SJCEHD drilling permit requirements.
2.1.3 Sampling Procedures
Soil samples were collected from the borings at depth intervals of approximately 2.5 to 5 feet or less at the discretion of the field geologist. Samples were collected from the borings at selected depths by driving either a1½-inch inside diameter (I.D.) Standard Penetration Test (STP) Sampler or a 2½-inch I.D. California sampler driven 18 inches into undisturbed soil. The samplers were driven using a 140-pound automatic hammer free-falling a distance of 30 inches. Blow counts were recorded at 6inch intervals for each sample attempt and are reported on the logs.
The 1½-inch I.D. STP samplers did not have space for liners. The 2½-inch I.D. California sampler contained stainless steel liners. Driven soil samples obtained using this sampler may have experienced some disturbance due to hammer impact, retrieval, and handling.
Soil samples obtained from the borings were packaged and sealed in the field to reduce moisture loss and disturbance. Following drilling, the samples were returned to our laboratory for further examination and testing.
2.2 LABORATORY TESTING
Kleinfelder performed laboratory tests on selected samples recovered from the soil borings to evaluate their physical and engineering characteristics. The following laboratory tests were performed:
• Moisture Content (ASTM D2216)
• Percent Passing No. 200 Sieve (ASTM D1140)
• Atterburg Limits (ASTM D4318)
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• Corrosion – Soluble Sulfate Content (CA DOT Test #417) – Performed by Sunland Analytical • Corrosion – Soluble Chloride Content (CA DOT Test #422) – Performed by Sunland Analytical • Corrosion – pH (CA DOT Test #643) – Performed by Sunland Analytical • Corrosion – Minimum Resistivity (CA DOT Test #643) – Performed by Sunland Analytical All laboratory test data are presented in Appendix B. The corrosion test results are also discussed in Section 5.7, Soil Corrosion.
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3 GEOLOGIC SETTING
___________________________________________________________________________________
3.1 REGIONAL GEOLOGY
The project site lies within the central portion of the Great Valley geomorphic province of California. The province is bordered to the north by the Cascade Range and Klamath Mountains, to the west by the structurally complex sedimentary and volcanic rock units of the Coast Ranges, to the east by the granitic and metamorphic basement rocks which form the gently sloping western foothills of the Sierra Nevada Mountains, and to the south by the east-west trending Transverse Ranges. About 645 km long and 80 km wide, the Great Valley is an asymmetrical, synclinal trough formed by tilting of the Sierran block during the late Tertiary and Quaternary periods with the western side dropping to form the valley and the eastern side uplifting to form the Sierra Nevada Mountains. Within the project area, erosion of the adjacent Sierra Nevada Mountains and Coast Ranges has in-filled this valley with a thick sequence of unconsolidated to semi-consolidated Quaternary (Pleistocene and Holocene) age alluvial, basin, and delta plain sediments deposited by the Sacramento and San Joaquin rivers and their tributaries. The thickness of the valley sediments varies from a thin veneer at the edges of the valley to thousands of meters in the western portion. The bedrock complex is likely composed of metamorphosed marine sediments similar to those found in the foothills of the western Sierra Nevada Mountains and the core of the Coast Ranges.
3.2 AREA AND SITE GEOLOGY
The project site is situated within the central portion of the San Joaquin Valley and within the Lathrop 7½- minute US Geological Survey quadrangle. This portion of the San Joaquin Valley consists of very gently sloping alluvial fans flanked on the west by the San Joaquin River and on the east by the foothills of the Sierra Nevada Mountain Ranges. Farther to the east are the Sierra Nevada Mountain Ranges and to the west lie the Coast Ranges.
Based on available published geologic maps covering the site and surrounding areas, the project site is mapped as being underlain by the Upper Member of the Modesto Formation (map symbol Qmu) (Delattre, M.P. et. al. [2023]) which is late Pleistocene age (between 11,000 and 2.6M years) and is adjacent the Pleistocene aged fine grained Lower Member of the Modesto Formation (map symbol Qmlb) and the Holocene (between 11,000 years to present) to late Pleistocene dune sand deposits (map symbol Qds). The Upper Member of the Modesto Formation is described as follows:
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• Qmu – Alluvium derived either from the interior of the Sierra Nevada along major west-flowing streams or contemporaneously, locally from small foothill watersheds deposited in fan, interdistributary area, and basin settings.
A portion of the Delattre, M.P. et al. (2023) geologic map is presented on Figure 3 detailing the surface geology at and near the project site.
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4 SITE AND SUBSURFACE CONDITIONS
___________________________________________________________________________________
4.1 SITE DESCRIPTION
The project site is located near the center of the Manteca WWTP which is mostly surrounded by agricultural land or vacant lots with West Yosemite Avenue on the north and an irrigation canal to the west. The area of the proposed improvements is currently a vacant portion of the WWTP between structures covered by imported gravel and an asphalt access path.
4.2 SUBSURFACE CONDITIONS
Surficial soils consist of loose to medium dense silty sand (SM) and poorly graded sand with silt (SP-SM) that extends to a depth of about 16 feet below the ground surface. These soils are underlain by cohesive layers of medium stiff to hard lean clay with sand and sandy lean clay. We also encountered a clayey sand layer near the bottom of boring B-1 at approximately 30 feet bgs.
The above is a description of the subsurface conditions encountered at the site during our geotechnical engineering investigation. Refer to the exploration logs in Appendix A for a more detailed description of the subsurface conditions encountered at our exploration points.
4.3 GROUNDWATER
Groundwater was encountered in both boring B-1 and boring B-2 during drilling at depths of about 13 feet and 11 feet bgs, respectively. Groundwater data presented on the Sustainable Groundwater Management Act website1 monitored by the California Department Water Resources indicates that groundwater at the project site is typically between 17 and 25 feet below the ground surface. The higher groundwater encountered during our field explorations may have been locally perched groundwater above the less-permeable clayey layers.
It should be noted that perched groundwater may be encountered during construction, or groundwater levels can fluctuate depending on factors such as seasonal rainfall and runoff, groundwater 1 https://sgma.water.ca.gov/webgis/?appid=SGMADataViewer#gwlevels ATTACHMENT 3
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withdrawal/recharge, and construction and irrigation activities on this or adjacent sites. The evaluation of such factors is beyond the scope of this investigation.
4.4 VARIATIONS IN SUBSURFACE CONDITIONS
Our interpretations of soil and groundwater conditions at the site are based on the conditions encountered in our explorations at the site at the time of our investigation and our review of available geologic and geotechnical data. Soil conditions can deviate from those conditions encountered at the boring locations. The recommendations that follow are based on those interpretations. If significant variation in the subsurface conditions is encountered during construction, it may be necessary for Kleinfelder to review the recommendations presented herein and recommend adjustments as necessary.
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5 CONCLUSIONS AND RECOMMENDATIONS
___________________________________________________________________________________
5.1 GENERAL
Based on the results of our investigation it is our professional opinion that the site should be suitable from a geotechnical standpoint for support of the proposed lightly to moderately loaded structures, provided the recommendations contained herein are incorporated into the project design and construction. The primary geotechnical concern at the site is the presence of saturated near surface sands and shallow groundwater potentially resulting in liquefaction and consequential settlement during a seismic event.
Specific conclusions and recommendations regarding this and other geotechnical aspects of design and construction are presented in the following sections of this report.
5.2 SITE PREPARATION AND EARTHWORK CONSTRUCTION
5.2.1 General
We anticipate site grading and excavations can be performed with conventional grading/earth moving equipment and techniques. General recommendations for site preparation and earthwork construction are presented in the following sections of this report. All references to compaction, maximum density and optimum moisture content are based on ASTM D1557, unless otherwise noted.
5.2.2 Stripping and Grubbing
Prior to general site grading, the existing imported gravel should be stripped from project site and stockpiled. The imported gravel may be reused if desired if it does not become contaminated with other materials during the process. The depth of stripping will be dependent upon the thickness of the loose gravels at the site. Although not observed during our investigation, any weeds, roots or other organic material encountered should also be stripped from the project area and discarded.
5.2.3 Disturbed Soil, Undocumented Fill and Subsurface Obstructions Although these were not observed during our field investigation, as part of site development, any existing undocumented fills on site should be over-excavated to firm soil or to depths determined by the geotechnical engineer during construction. Any over-excavation should extend at least 5 feet beyond the ATTACHMENT 3
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perimeter of the proposed structure and 3 feet beyond the perimeter of pavement areas or to the edge of adjacent structures/flatwork if less than these recommended distances.
The exposed subgrades (existing and over-excavated) to receive engineered fills should be proof-rolled with a fully-loaded tandem-axle dump truck or water truck. Areas identified as being soft or yielding should be over-excavated to firm, native soil, or to depths determined by the geotechnical engineer during construction should pumping soils occur due to shallow groundwater. After proof-rolling, the subgrade should be scarified to a depth of 8 inches, moisture conditioned, and compacted as engineered fill.
Deleterious materials encountered during over-excavation should be removed, and the excavated materials compacted to the requirements for engineered fill. This proof rolling, over-excavation and recompaction operation would serve to provide a uniform, stable subgrade throughout the development area thereby improving foundation design conditions and reducing settlement potential. The zone of proof rolling, over-excavation and compaction should extend horizontally at least 5 feet outside the perimeter of the proposed structure and at least 3 feet outside the perimeter of pavement areas or to the edge of adjacent structures/flatwork if less than these recommended distances.
All site grading should include a reasonable search to locate soil disturbed by previous activity and abandoned underground structures or existing utilities that may exist within the areas of construction.
Any loose or disturbed soils, void spaces made by burrowing animals, or undocumented fill that may be encountered should be over-excavated to expose firm soil, as approved by a representative of Kleinfelder.
5.2.4 Scarification and Compaction
In areas requiring placement of fill, it is recommended the fill be placed and compacted as engineered fill.
Following site stripping and grubbing and any required overexcavation, it is recommended areas to receive engineered fill be scarified to a depth of 8 inches, uniformly moisture conditioned to between about 1 and 4 percentage points above the optimum moisture content and be compacted to at least 90 percent relative compaction, as determined by ASTM D1557. Fills exceeding 10 feet in thickness should be compacted to at least 95 percent relative density.
5.2.5 Engineered Fill
5.2.5.1 Materials
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fill. Particles larger than 3 inches should be removed from engineered fill. In general, on-site native soils similar to those encountered in our test borings are anticipated to be suitable for use as engineered fill.
Soils that have less than 3 percent organics by weight and are free of debris or other deleterious matter may be used as engineered fill. Any imported fill materials to be used for engineered fill should be sampled and tested by a representative of the project Geotechnical Engineer prior to being transported to the site.
Table 5-1 provides general criteria for imported soil.
Table 5-1: Imported Engineered Fill Requirements
Fill Requirement Test Procedures
Gradation ASTM1 Caltrans2
Sieve Size Percent Passing
3 inch 100 D6913 202
¾-inch 70-100 D6913 202
No. 200 15-70 D6913 202
Plasticity
Liquid Limit Plasticity Index
<35 <12 D4318 204
R-Value
30 or more --- 301
Organic Content
No visible organics --- ---
Expansion Potential ---
20 or less D4829 ---
Soluble Sulfates
Less than 2,000 ppm --- 417
Soluble Chloride
Less than 300 ppm --- 422
Resistivity
Greater than 2,000 ohm-cm --- 643
1 American Society for Testing and Materials Standards (latest edition) 2 State of California, Department of Transportation, Standard Test Methods (latest edition) ATTACHMENT 3
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5.2.5.2 Compaction Criteria
On-site or imported soils that meet the criteria outlined in Table 5-1 above that are to be used for engineered fill should be uniformly moisture conditioned to between 1 to 4 percentage points above the optimum moisture content, placed in horizontal lifts less than about 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. Additional fill lifts should not be placed if the previous lift did not meet the required dry density or if soil conditions are not stable. Discing and/or blending may be required to uniformly moisture condition soils used for engineered fill.
5.2.6 Anticipated Excavation Conditions
5.2.6.1 General
This report does not represent a study of the excavatibility of the subsurface materials that may be encountered within the limits of the proposed project. The contractor should independently evaluate the condition of the subsurface materials in order to select the appropriate excavation equipment and techniques. Furthermore, the contractor should be aware of past development and activities within the project area that abandoned utility lines, wells, and/or foundations will be encountered within the proposed site. Excavation and removal of these features, if encountered, will require special consideration by the contractor.
5.2.6.2 Shallow Trenches
The near-surface materials encountered in the borings generally consisted of a loose to medium dense silty sand, poorly graded sand with silt, and sandy silt in the upper 16 feet below site grade. These materials can be excavated with conventional backhoes or track-mounted excavators. The trench side walls within the loose sand materials are expected to be susceptible to caving/raveling if not sloped.
Groundwater was encountered in our explorations at depths in the range of 8 feet and dewatering is anticipated to be needed for trenching operations below these depths. Dewatering recommendations for excavations are presented in Section 5.9.
Section 5.2.7 presents further recommendations regarding temporary excavations and should be followed.
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5.2.7 Temporary Excavations
5.2.7.1 General
All excavations should comply with applicable local, state, and federal safety regulations including the current Occupational Safety & Health Administration (OSHA) Excavation and Trench Safety Standards.
Construction site safety generally is the responsibility of the Contractor, who is responsible for the means, methods, and sequencing of construction operations. Kleinfelder is providing the information below solely as a service to the client. Under no circumstances should the information provided be interpreted to mean that Kleinfelder is assuming responsibility for construction site safety or the Contractor’s activities. Such responsibility is not being implied and should not be inferred.
To reduce the potential for settlement of existing foundations, the contractor should consider structural shoring and/or underpinning if the projected footing geometries fall within an imaginary 1½ to 1 (1.5:1) projection between the existing bottom of foundation and the proposed bottom of foundation. It is the contractor's responsibility through means and methods to prevent structural settlement of existing facilities during construction.
5.2.7.2 Excavation and Slopes
Excavated slope height, slope inclination, or excavation depths (including utility trench and wet well excavations) should in no case exceed those specified in local, state, and/or federal safety regulations (e.g., OSHA Health and Safety Standards for Excavations, 29 CFR Part 1926, or successor regulations). Such regulations are strictly enforced and, if they are not followed, the Owner, Contractor, and/or earthwork and utility subcontractors could be liable for substantial penalties.
5.2.7.3 Wet Weather Considerations
Should construction be performed during or subsequent to wet weather, near-surface site soils may be significantly above the optimum moisture content. These conditions could hamper equipment maneuverability and efforts to compact site soils to the recommended compaction criteria. Disking to aerate, chemical treatment, replacement with drier material, stabilization with a geotextile fabric or geogrid, or other methods may be required to mitigate the effects of excessive soil moisture and facilitate earthwork and construction operations. If needed, Kleinfelder can provide supplemental recommendations for soil stabilization during construction.
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If construction is to proceed during the winter and spring months, one way to reduce the exposure of the pad and potential repairs is to leave the subgrade at least 1 foot above the proposed subgrade elevation, cutting it down immediately before processing subgrade and placing foundation materials. The cut areas should be proof rolled at the discretion of the Geotechnical Engineer of Record to identify whether undercutting of any remaining wet/unstable soils is required. Cut soils can be placed in landscape areas or disced and aerated (dried) during dry weather for placement in pavement, future pad, or other areas.
5.2.8 Materials
All trench backfill should be placed and compacted in accordance with recommendations provided for engineered fill (see Section 5.2.5). Mechanical compaction is recommended.
Pipe embedment zone backfill (i.e., bedding, haunching, pipe zone and initial backfill per ASTM D2321) should consist of soil compatible with design requirements for the specific types of pipes. Consideration should be given to use of Class III or better material. It is recommended the project designer or pipe supplier develop the material specifications based on planned pipe types, bedding conditions, tolerable deformation and other factors beyond the scope of this study. Final backfill (i.e., material placed between the embedment zone backfill and finished subgrade) may consist of native soil which meets the requirements for engineered fill.
5.3 2022 CBC SEISMIC DESIGN PARAMETERS
Based on information obtained from the investigation, published geologic literature and maps, and on our interpretation of the 2022 CBC criteria, the project sites may be classified as Site Class D, Stiff Soil, according to 2022 CBC and Table 20.3-1 of ASCE 7-16. Site Class D is defined as a soil profile consisting of a stiff soil profile with a shear wave velocity between 600 feet per second and 1,200 feet second, SPT blow counts (N-value) between 15 blows per foot and 50 blows per foot, or undrained shear strength between 1,000 pounds per square foot and 2,000 pound per square foot in the top 100 feet.
Seismic design parameters were developed consistent with the requirements of the 2022 CBC, ASCE/SEI 7-16, and Supplements 1 through 3 of that standard. We note that in accordance with Section 11.4.8 of ASCE/SEI 7-16 Supplement 3, a site-specific ground motion hazard analysis is required for Site Class D sites with a mapped S1 value greater than or equal to 0.2g unless exceptions are taken by the project structural engineer. Based on the Site Class D designation, the exception of Section 11.4.8 of ASCE 7-16 Supplement 3 states that a ground motion hazard analysis is not required when the values of SM1 and SD1 are increased by 50 percent. Per Table 11.4-2 of ASCE 7-16 Supplement 3, a Fv value of 1.991 may be used in conjunction ATTACHMENT 3
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with the code-based S1 value for purposes of calculating the TS value, determination of the Seismic Design Category, and, when taking the exceptions of Section 11.4.8 of ASCE 7-16 Supplement 3, for calculation of SM1 and SD1 values. As such, code-based seismic design parameters provided in Table 5-2 for the spectral response acceleration at a period of 1.0 second include the 50 percent increase assuming that the exception of Section 11.4.8 of ASCE 7-16 Supplement 3 will be utilized. The parameters listed in the Table 5-2 are estimated using the Seismic Design Maps website maintained by SEAOC/OSHPD (https://www.seismicmaps.org) and the requirements of the 2022 CBC/ASCE 7-16.
Approximate coordinates for the site are noted below.
• Latitude: 37.723414°N
• Longitude: 121.506151°W
Table 5-2
Ground Motion Parameters Based on 2022 CBC/ASCE 7-16
Parameter Value Reference
SS 0.825g Fig 22-1
S1 0.309g Fig 22-2
Site Class D Table 20.3-1
Fa 1.200 Table 11.4-1
Fv 1.991 See Section 11.4.8
PGA 0.343g Fig 22-9
SMS 0.990g Eq. 11.4-1
SM1 0.923g* See Section 11.4.8
SDS 0.660g Eq. 11.4-3
SD1 0.615g* See Section 11.4.8
FPGA 1.257 Table 11.8-1
PGAM 0.432g Eq. 11.8-1
CRS 0.945 Fig 22-18A
CR1 0.951 Fig 22-19A
TL 8 seconds See Section 11.4.6
*Note: Section 11.4.8 of ASCE/SEI 7-16 Supplement 3 requires a site-specific ground motion hazard analysis be performed for Site Class D sites with S1 greater than or equal to 0.2g unless an exception is taken in which the values of SM1 and SD1 are increased by 50 percent. Values of SM1 and SD1 provided in the table include this 50 percent increase assuming the exception will be taken. This value of Fv shall only be used for calculation of TS, determination of Seismic Design Category, linear interpolation for intermediate values of S1, and when taking the exceptions under Item 1 of Section 11.4.8 for the calculation of SD1.
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5.4 LIQUEFACTION
Soil liquefaction is a condition where saturated, granular soils undergo a substantial loss of strength and deformation due to pore pressure increase resulting from cyclic stress application induced by earthquakes. In the process, the soil acquires mobility sufficient to permit both horizontal and vertical movements if the soil mass is not confined. Soils most susceptible to liquefaction are saturated, loose, clean, uniformly graded, and fine-grained sand deposits. If liquefaction occurs, foundations resting on or within the liquefiable layer may undergo settlements. This will result in reduction of foundation stiffness and capacities.
Liquefaction triggering analyses were performed using the methods proposed by Youd (2001), Cetin (2004/2009), and Idriss and Boulanger (2008). In order to perform liquefaction analysis, estimates of earthquake magnitude and peak ground acceleration (PGAM) are needed. Using the U.S. Geological Survey (USGS) interactive deaggregation website, the earthquake magnitude Mw = 7.13 was estimated and used in the analysis. The peak ground acceleration (PGAM) value for our analyses was calculated based on Equation 11.8-1 in Section 11.8.3 of the American Society of Civil Engineers (ASCE) 7-10 for the RiskTargeted Maximum Considered Earthquake (MCER). The PGAM value was calculated using the US Seismic Design Maps application assuming a Site Class D. The calculated PGAM value used in our analysis was
0.432g for the MCER.
The evaluation of liquefaction in response to an earthquake is based on a comparison of a soil's resistance to liquefaction and the cyclic load or demand placed on the soil by the earthquake. A safety factor against liquefaction is commonly defined as the ratio of the cyclic shear stress required to cause liquefaction (cyclic resistance ratio, or CRR) to the equivalent cyclic shear stress induced by the earthquake (cyclic stress ratio, or CSR). We used a safety factor of 1.1 for this project.
Based on our analyses, the potentially liquefiable near surface soils will settle between 3 and 5½ inches during and directly following a design seismic event depending on methodology. We estimate differential settlements between adjacent supports (assumed to be about 50 feet) of about half the maximum total seismic settlement (1½ to 3½ inches) be considered for design. Should these settlements be considered too excessive, ground improvement or deep foundations can be considered as a mitigation measure.
Deep foundations will likely be significantly more expensive than ground improvement but will make settlement negligible if properly designed to accommodate the upper 18 ft of drag loads. A likely more affordable option is to use ground improvement to a depth of 18 ft bgs. Ground improvement options include:
• Rammed-Aggregate-Piers,
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• Stone columns,
• Rigid inclusions, and
• A variety of grouting techniques.
The ground improvement design should be performed by a qualified ground improvement contractor licensed in the state of California. We should be allowed to review and comment on the design prior to mobilization. Contact this office for a list of design-build contractors. Our liquefaction analysis is presented in Appendix C.
5.5 FOUNDATION DESIGN
5.5.1 Mat Foundation
The reinforced concrete mat slab foundation may be designed for a net allowable bearing pressure of 1,000 psf due to dead plus live loads corresponding to a total settlement of under 3 inches. Differential settlement is on the order of 1½ inches acrossthe mat foundation. The mat foundation should be founded at least 18 inches below lowest adjacent finished grade. The mat slab foundation should be supported on a minimum of 1 foot of engineered fill beneath foundations. The zone of engineered fill should extend laterally at least 3 feet beyond the perimeter of the foundations as permitted by adjacent structures.
Kleinfelder should be contacted once grading plans are completed to provide additional consultation regarding the depth of overexcavation and recompaction required. A one-third increase may be applied to this value when considering the effects of transient loads such as wind or seismic.
5.5.2 Spread Foundations
Ancillary structures may be supported by shallow spread footings constructed of reinforced concrete founded on undisturbed native soil or engineered fill. Foundations should be embedded at least 18 inches below lowest adjacent subgrade. A net allowable bearing pressure of 2,500 pounds per square foot (psf) due to dead plus live loads may be used to size proposed footings.
The allowable bearing pressure provided above is a net value. Therefore, the weight of the foundation that extends below grade may be neglected when computing dead loads. The allowable bearing pressure applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by one-third for short-term loading due to wind or seismic forces. We anticipate total and differential settlement to be on the order 1 and ½ inch, respectively.
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5.5.3 Lateral Load Resistance
Lateral loads may be resisted by a combination of friction between the foundation bottoms and the supporting subgrade, and by passive resistance acting against the vertical faces of the foundations. An allowable coefficient of sliding friction of 0.35 between the foundation and the supporting subgrade may be used for design. For allowable passive resistance, an equivalent fluid weight of 350 pounds per cubic foot (pcf) acting against the side of the foundation may be used. This value generally corresponds to a lateral deflection of less than about ½ inch. Passive resistance in the upper 12 inches of soil should be neglected unless the area in front of the footing is protected from disturbance by concrete or pavement.
The allowable friction coefficient and passive resistance may be used concurrently.
5.5.4 Construction Considerations
Underground utilities paralleling the mat slab that are 4 feet deep or shallower generally should be located no closer than 2 feet outside of the perimeter edges of the slab. Deeper utilities should be located above a 1H:1V slope projected downward from the bottom edges of the slab. Utility plans should be reviewed by Kleinfelder prior to trenching to evaluate conformance with this requirement.
Beneath cast-in-place concrete mat foundations, we recommend the design include a base course of wellgraded aggregate (such as Caltrans Class 2 Aggregate Base) at least 4 inches thick. The base course should be compacted to at least 95 percent relative compaction at a moisture content slightly above optimum.
Mat slabs should have turned down or thickened edges at least 18 inches deep to reduce water infiltration beneath the slabs. Thickened slab edges should engage the building pad soil and should not be underlain by the gravel base course.
5.6 EXTERIOR FLATWORK
Following site stripping and undocumented fill removal, as a minimum all areas to support exterior concrete flatwork, i.e., sidewalks and the like, should be scarified to a depth of 12 inches, uniformly moisture conditioned to between 1 and 4 percent above the optimum moisture content, and compacted as engineered fill. Additional criteria regarding general earthwork are presented in Section 5.2.
The near-surface soil conditions do not necessarily warrant the placement of aggregate base below flatwork from a geotechnical standpoint. Flatwork, however, tends to perform better during and following construction with less maintenance if it is underlain by a layer Class 2 aggregate base. The aggregate base serves to provide a firm/uniform surface directly below the flatwork where surcharge stresses are highest.
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As a result, we have found that flatwork supported on aggregate base tends to experience less stress cracking and movement or deflection at joints. If considered, the aggregate base should have a thickness of at least 4 inches and be compacted to at least 90 percent relative compaction. In areas where concrete flatwork will support construction equipment and/or vehicle traffic, we suggest that the aggregate base be increased to a thickness of 6- to 8-inches and be compacted to at least 95 percent relative compaction.
5.7 SOIL CORROSION
Laboratory chloride concentration, sulfate concentration, pH, and electrical resistivity tests were performed on a near surface soil sample obtain from Boring B-1. The results of the tests are summarized in Table 5-6.
Table 5-3: Soil Corrosion Potential Results
Exploration Depth Material Resistivity
ohm-cm
pH Sulfate
ppm
Chloride
ppm
B-2 0.4-5 Silty Sand 6,160 7.06 12.8 2.3
Chemical tests performed on a near surface composite soil sample obtained from Boring B-1 indicated a pH of 7.06. The minimum resistivity test performed on the soil sample suggeststhat the soils in the vicinity of Boring B-2 are considered to be moderately corrosive to buried metal objects as indicated by a result of 6,160 ohm-centimeters.
As indicated in the 2006 edition (second edition) of “Corrosion Basics - An Introduction”, generally adopted corrosion-severity ratings are provided in Table 5-7 below.
Table 5-4: Soil Resistivity and Corrosivity Correlation Soil Resistivity Corrosivity
< 1,000 ohm-cm Extremely corrosive
1,000 to 3,000 ohm-cm Highly Corrosive
3,000 to 5,000 ohm-cm Corrosive
5,000 to 10,000 ohm-cm Moderately Corrosive
10,000 to 20,000 ohm-cm Mildly Corrosive
>20,000 ohm-cm Essentially Noncorrosive
As noted in the above reference, soil resistivity is not the only parameter affecting the risk of corrosion damage; and a high soil resistivity will not guarantee the absence of serious corrosion. For example, the ATTACHMENT 3
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American Water Works Association (AWWA) has developed a numerical soil-corrosivity scale, applicable to cast-iron alloys.
Results from sulfate and chloride content tests performed by Sunland Analytical for the soil sample obtained from Boring B-2 yielded values of 12.8 parts per million (ppm) and 2.3 ppm, respectively.
In accordance with California Test 532, “if the chloride concentration is determined to be less than 500 ppm,” “the influence of the chloride-ion at this level is considered to be non-corrosive.” The ACI Manual of Concrete Practice, Section 201.2R-92, recommends using a Type I or II cement for foundations placed in these soils.
In accordance with “Guideline for Stabilization of Subgrade Soils in California, UCPRC-GL-2010—01, dated May 4, 2012” as published by Caltrans and the University of California Pavement Research Center (UC Davis/UC Berkeley), soluble sulfate concentrations less than 3,000 ppm have a “low” risk with respect to cementitious stabilization of subgrade soils.
ACI 318-11 provides the following exposure categories with respect to sulfate content and concrete.
Table 5-5: Sulfate Exposure Categories and Classes
Severity Class
Water-Soluble Sulfate
(SO4) in soil, percent
by mass1
Dissolved Sulfate (SO4)
in water, ppm2
Not Applicable S0 SO4 < 0.10 SO4 < 150
Moderate S1 0.10 ≤ SO4 < 0.20 150 ≤ SO4 < 1,500
Severe S2 0.20 ≤ SO4 ≤ 2.00 1,500 ≤ SO4 ≤ 10,000
Very Severe S3 SO4 > 2.00 SO4 > 10,000
1 Percent sulfate by mass in soil shall be determined by ASTM C1580. 2 Concentration of dissolved sulfates in water in ppm shall be determined by ASTM D516 or ASTM D4130.
This report includes information obtained through laboratory testing regarding corrosivity of onsite soils.
It is important to note that our scope does not include corrosion engineering and that detailed analysis of corrosion test results is not included in this report. A qualified corrosion engineer should be retained to review the test results and design protective systems that may be required.
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5.8 SITE DRAINAGE
Foundation and slab performance depend greatly on how well runoff water drains from the site.
Accordingly, positive drainage should be provided away from the building pad toward appropriate drop inlets or other surface drainage devices without ponding. In general, we recommend consideration be given to providing at least 1 to 2 percent slope away from structure foundations or access ways for drainage. The drainage should be maintained both during construction and over the life span of the project. Roof draining should be installed with appropriate downspout extensions out falling on splash blocks so that water is directed a minimum of 5 feet horizontally away from the structures or be connected to the storm drain system for the development.
A number of post-construction landscape practices beyond the control of the design engineers can occur to cause distress to pavements. Potential man-made water sources, such as buried pipelines, drains and the like, should be periodically tested and/or examined for signs of leakage or damage. Any such leakage or damage should be promptly repaired.
5.9 CONSTRUCTION DEWATERING
Depending on the time of year construction is performed, the deepest portion of the thickening facility may be below groundwater. If exposed below the groundwater level, these soils could become unstable or even “quick” due to upward seepage forces, losing their ability to maintain stable excavation/trench slopes. Therefore, we anticipate that dewatering will be necessary to permit stable construction. The groundwater should be lowered and continuously maintained at least 2 to 3 feet below the bottom of the proposed excavation until the foundation underlayment, backfill, and structure weights are adequate to provide uplift resistance and backfill is complete at least 3 feet above the normal stabilized water level.
Temporary dewatering of the excavations can be accomplished using several methods. Well point or deep well systems that are installed around the periphery of the excavation are the most common dewatering systems in use today to permit stable construction in the dry. Where excavations are relatively shallow, gravel-filled gravity ditches with filtered, perforated pipes that drain to sumps that are pumped out may also be effective and likely sufficient for this application. The dewatering system for the project should be designed by an experienced consultant to appropriately filter the native soils and reduce any dispersion, piping, and associated loss of ground. The consultant should also account for any improvements near the project such as structures, buried pipelines, etc. The lowering of the groundwater table produces additional effective stresses on the soils below the original water table. These additional pressures may cause consolidation of the soils and settlement of the nearby improvements. It is often appropriate to ATTACHMENT 3
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institute a survey program before and during dewatering to monitor settlements in adjacent improvements and/or require recharge wells to reduce the effects of settlement. The minimum amount of dewatering necessary should be applied.
During initial earthwork, we have found that exposed soils at the base of the excavations, particularly in the case of gravity ditches, are often not fully drained by the dewatering and are wet and/or pliant. To facilitate construction, the contractor may need to cover the bottom of the excavation(s) with a 6- to 12- inch-thick stabilizing layer of clean, crushed gravel that is firmly tamped into place. The crushed gravel can also serve as a collection medium for rainwater or seepage that can be removed by pumping from shallow sumps. If the gravel will provide foundation support following construction, the material should be wrapped entirely with a geotextile filter fabric, such as Mirafi 140N or an equivalent substitute, to reduce the potential for soil infiltration into the gravel and loss of ground. Highly-wet and/or unstable soils encountered should be removed and replaced with compacted crushed rock, bedding material, or dryer soil. A second option would be to place a reinforcing geotextile fabric, such as Tensar HX145 between the subgrade soils and crushed gravel in accordance with the manufacturer’s recommendations. Our firm should be consulted prior to implementing any remedial measure to observe the subgrade condition and provide site-specific recommendations.
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6 ADDITIONAL SERVICES
___________________________________________________________________________________
6.1 PLANS AND SPECIFICATIONS
Kleinfelder should conduct a general review of plans and specifications to evaluate that the earthwork and foundation recommendations presented in this report have been properly interpreted and implemented during design. In the event Kleinfelder is not retained to perform this recommended review, no responsibility for misinterpretation of the recommendations by Kleinfelder is accepted.
6.2 CONSTRUCTION OBSERVATION AND TESTING
It is recommended that all earthwork and foundation construction be monitored by a representative from Kleinfelder, including site preparation, placement of all engineered fill and trench backfill, construction of slab and pavement subgrade, and all foundation excavations. The purpose of these services is to observe the soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein.
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7 LIMITATIONS
___________________________________________________________________________________ This report presents information for planning, permitting, design, and construction of the proposed Manteca Wastewater Treatment Plant Improvements Project – Task 1 in Manteca, California.
Recommendations contained in this report are based on materials encountered in exploratory borings, our previous experience in the area, geologic interpretation based on published articles and geotechnical data, and our present knowledge of the proposed construction.
It is possible that soil conditions could vary between and beyond the points explored. If the scope of the proposed construction, including the proposed location, changes from that described in this report, we should be notified immediately in order that a review may be made, and any supplemental recommendations provided.
We have prepared this report in accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our investigation. No warranty expressed or implied is made.
This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on-site and off-site) or other factors may change over time, and additional work may be required with the passage of time. Any party other than the client who wishes to use this report shall notify Kleinfelder of such intended use. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Noncompliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of this report by any unauthorized party.
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FIGURES
___________________________________________________________________________________
LIST OF ATTACHMENTS
The following figures are attached.
FIGURE 1 Site Vicinity Map
FIGURE 2 Exploration Location Map
FIGURE 3 Site Geologic Map
ATTACHMENT 3
ATTACHED IMAGES:
ATTACHED XREFS: FILE NAME: DRAWN BY: CHECKED BY: DRAWN: PROJECT NO.
CAD FILE: W:\2500\25001380.001A - Manteca WWTP\PLANS\ LAYOUT: FIGURE 1 PLOTTED: 06 Aug 2024, 10:38am, GGomez www.kleinfelder.com The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information. STO24D055.CAD GGNF 8/6/2024 25001389.001A SITE VICINITY MAP MANTECA WWTP, TASK 1 2450 W. YOSEMITE AVENUE MANTECA, CALIFORNIA 1FIGURE
0 SCALE IN FEET 2000 4000 SCALE: 1" = 2000' SITE REFERENCE: Lathrop, Ca. Quadrangle California 7.5-Minute Series N SITE OFFICE_NAME
ATTACHMENT 3
B-2 CPT-1 B-1
ATTACHED IMAGES:
ATTACHED XREFS: FILE NAME: DRAWN BY: CHECKED BY: DRAWN: PROJECT NO.
CAD FILE: W:\2500\25001380.001A - Manteca WWTP\PLANS\ LAYOUT: FIGURE 2 PLOTTED: 06 Aug 2024, 10:39am, GGomez www.kleinfelder.com The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information. STO24D055.CAD GGNF 8/6/2024 25001389.001A EXPLORATION LOCATION MAP MANTECA WWTP, TASK 1 2450 W. YOSEMITE AVENUE MANTECA, CALIFORNIA 2FIGURE 0 SCALE IN FEET 100 200 SCALE: 1" = 100' REFERENCE: Produced by Google Earth Pro, dated 2024 N Soil Boring Locations (Kleinfelder, 2024) OFFICE_NAME
CPT Location (Kleinfelder, 2024)
ATTACHMENT
3 ATTACHED IMAGES:
ATTACHED XREFS: FILE NAME: DRAWN BY: CHECKED BY: DRAWN: PROJECT NO.
CAD FILE: W:\2500\25001380.001A - Manteca WWTP\PLANS\ LAYOUT: FIGURE 3 PLOTTED: 06 Aug 2024, 12:40pm, GGomez www.kleinfelder.com The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information. STO24D055.CAD GGNF 8/6/2024 25001389.001A GEOLOGIC MAP MANTECA WWTP - TASK 1 2450 W. YOSEMITE AVENUE MANTECA, CALIFORNIA 3FIGURE N SITE Citation: Delattre, M.P., Graymer, R.W., Langenheim, V.E., Knudsen, K.L., Dawson, TE., Brabb, E.E., Wentworth, C.M., and Raymond, L.A., 2023, Geologic and geophysical maps of the Stockton Quadrangle,” California: California Geological Survey Regional Geologic Map No. 5, Scale 1:100,000 OFFICE_NAME Artificial fill Holocene to late Pleistocene dune sand deposits Holocene basin deposits Latest Holocene stream channel deposits Holocene flood plain deposits Holocene fan levee deposits Lower member, fine-graind Upper member, undivided alluvium Upper member, fine-grained Modesto Formation (late Pleistocene) Holocene stream terrace deposits, Unit 1 Latest Holocene stream terrace deposits
ATTACHMENT
3 APPENDIX A
LOGS OF EXPLORATIONS
___________________________________________________________________________________
LIST OF ATTACHMENTS
The following figures are attached and complete this appendix.
FIGURE A-1 Graphics Key
FIGURE A-2 Soil Description Key
FIGURES A-3 through A-5 Logs of Explorations
ATTACHMENT 3
GRAPHICS KEY
A-1
FIGURE
The report and graphics key are an integral part of these logs. All data and interpretations in this log are subject to the explanations and limitations stated in the report.
Solid lines separating strata on the logs represent approximate boundaries only, dashed lines are inferred or extrapolated boundaries.
Actual transitions may be gradual or differ from those represented.
No warranty is provided as to the continuity of soil or rock conditions between individual sample locations.
Logs represent general soil or rock conditions observed at the point of exploration on the date indicated.
In general, Unified Soil Classification System (ASTM D2488/D2487) designations presented on the logs were based on visual classification in the field and were modified where appropriate based on gradation and index property testing.
Fine grained soils that plot within the hatched area on the Plasticity Chart, and coarse grained soils with between 5% and 12% passing the No. 200 sieve require dual USCS symbols, ie., CL-ML, GW-GM, GP-GM, GW-GC, GP-GC, GC-GM, SW-SM, SP-SM, SW-SC, SP-SC, SC-SM.
If sampler is not able to be driven at least 6 inches then 50/X indicates number of blows required to drive the identified sampler X inches with a 140 pound hammer falling 30 inches.
ABBREVIATIONS
Cu - Coefficients of Uniformity
CC - Coefficients of Curvature
WOH - Weight of Hammer
WOR - Weight of Rod
REFERENCES
1. American Society for Materials and Testing (ASTM), 2011, ASTM D2487: Classification of Soils for Engineering Purposes (Unified Soil Classification System).
SILTY, CLAYEY GRAVEL
SILTY, CLAYEY GRAVEL WITH SAND
WELL-GRADED SAND,
WELL-GRADED SAND WITH GRAVEL
POORLY GRADED SAND,
POORLY GRADED SAND WITH GRAVEL
WELL-GRADED SAND WITH SILT,
WELL-GRADED SAND WITH SILT AND GRAVEL
POORLY GRADED SAND WITH SILT,
POORLY GRADED SAND WITH SILT AND GRAVEL
POORLY GRADED SAND WITH CLAY,
POORLY GRADED SAND WITH CLAY AND GRAVEL
(OR SILTY CLAY AND GRAVEL)
SILTY SAND,
SILTY SAND WITH GRAVEL
GP-GC
GC-GM
FINE GRAINED SOILS
(50% or more passes
the No. #200 sieve)
WELL-GRADED GRAVEL,
WELL-GRADED GRAVEL WITH SAND
POORLY GRADED GRAVEL,
POORLY GRADED GRAVEL WITH SAND
WELL-GRADED SAND WITH CLAY (OR SILTY CLAY),
WELL-GRADED SAND WITH CLAY AND GRAVEL
(OR SILTY CLAY AND GRAVEL)
CLAYEY SAND,
CLAYEY SAND WITH GRAVEL
COARSE GRAINED SOILS (More than 50% retained on No. 200 Sieve)
SILTY, CLAYEY SAND,
SILTY, CLAYEY SAND WITH GRAVEL
LEAN CLAY, LEAN CLAY WITH SAND, LEAN CLAY WITH GRAVEL
SILTS AND CLAYS
(Liquid Limit
50 or greater)
NOTE: USE MATERIAL DESCRIPTION ON THE LOG TO DEFINE A GRAPHIC THAT MAY NOT BE PROVIDED ON THIS LEGEND.
MH
CH
OH
BULK SAMPLE
CALIFORNIA SAMPLER
(3 in. (76.2 mm.) outer diameter)
STANDARD PENETRATION SPLIT SPOON SAMPLER
(2 in. (50.8 mm.) outer diameter and 1-3/8 in. (34.9 mm.) inner diameter)
UNIFIED SOIL CLASSIFICATION SYSTEM1
SP-SM
SP-SC
SM
SC
SANDS
WITH
5% TO
12%
FINES
GRAVELS
WITH >
12%
FINES
SILTS AND CLAYS
(Liquid Limit
less than 50)
WELL-GRADED GRAVEL WITH SILT,
WELL-GRADED GRAVEL WITH SILT AND SAND
POORLY GRADED GRAVEL WITH CLAY (OR SILTY
CLAY), POORLY GRADED GRAVEL WITH CLAY AND
(OR SILTY CLAY AND SAND)
SILTY GRAVEL,
SILTY GRAVEL WITH SAND
CLAYEY GRAVEL,
CLAYEY GRAVEL WITH SAND
POORLY GRADED GRAVEL WITH SILT,
POORLY GRADED GRAVEL WITH SILT AND SAND
SP
CLEAN
SANDS
WITH
<5%
FINES
ML SILT, SILT WITH SAND, SILT WITH GRAVEL CL
ORGANIC CLAY, ORGANIC CLAY WITH SAND, ORGANIC CLAY WITH GRAVEL, ORGANIC SILT, ORGANIC SILT WITH SAND, ORGANIC SILT WITH GRAVEL
ORGANIC CLAY, ORGANIC CLAY WITH SAND, ORGANIC CLAY WITH GRAVEL, ORGANIC SILT, ORGANIC SILT WITH SAND, ORGANIC SILT WITH GRAVEL CL-ML
WELL-GRADED GRAVEL WITH CLAY (OR SILTY
CLAY), WELL-GRADED GRAVEL WITH CLAY AND
SAND (OR SILT CLAY AND SAND)
SILTY CLAY, SILTY CLAY WITH SAND, SILTY CLAY WITH GRAVEL ELASTIC SILT. ELASTIC SILT WITH SAND, ELASTIC SILT WITH GRAVEL
FAT CLAY, FAT CLAY WITH SAND, FAT CLAY WITH GRAVEL
OL
SANDS
WITH >
12%
FINES
CLEAN
GRAVEL
WITH
<5%
FINES
GRAVELS
WITH
5% TO
12%
FINES
SW
SW-SC
SW-SM
SC-SM
GP-GM
GM
GC
GW
GP
GW-GM
GW-GC
SANDS (50% or more of coarse fraction passes the No. 4 Sieve) GRAVELS (More than 50% of coarse fraction retained on No. 4 Sieve)
DRILLING METHOD/SAMPLER TYPE GRAPHICS
NOTES
GROUND WATER GRAPHICS
OBSERVED SEEPAGE
WATER LEVEL (level where first observed)
WATER LEVEL (additional levels after exploration)
WATER LEVEL (level after stabilizing period)
gINT FILE: Klf_gint_master_2025 PROJECT NUMBER: 25001389.001A OFFICE FILTER: STOCKTONgINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2025.GLB [__KLF_GEO_LEG1_GRAPHICS_KEY_W_USCS] PLOTTED: 07/26/2024 10:38 AM BY: GGomez DATE:
CHECKED BY: NF
DRAWN BY: GG
25001380.001A
PROJECT NO.:
MANTECA WWTP IMPROVEMENTS, PHASE I
2450 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
ATTACHMENT 3
SPT-N
(# blows / ft)
FIGURE
A-2
SOIL DESCRIPTION KEY
(For additional tables, see ASTM D2488)
APPARENT
DENSITY
30 - 50
10 - 30
4 - 10
Secondary
Constituent is
Coarse Grained
Term
of
Use
<5%
With
Modifier
5 to <15%
Secondary
Constituent is
Fine Grained
15%
Trace <15%
15 to <30%
30%
AMOUNT
CRITERIA
<500
0.5 PP <1
1 PP <2
2 PP <4
4 PP
Pocket Pen
(tsf)
PP < 0.25
Medium Stiff
0.25 PP <0.5
SPT - N
(# blows / ft)
medium
SIEVE SIZE
DESCRIPTION
Damp but no
visible water
#40 - #10
0.0029 - 0.017 in. (0.07 - 0.43 mm.)
Passing #200 <0.0029 in. (<0.07 mm.)
DESCRIPTION
3 - 12 in.
3/4 -3 in.
#4 - 3/4 in.
1,000 - 2,000
2,000 - 4,000
4,000 - 8,000
>8,000
<4
Very Dense
Dense
Medium Dense
>50
Loose
Very Loose
Alternating layers of varying material or color with the layers less than 1/4-in. (6 mm) thick, note thickness. Laminated Inclusion of small pockets of different soils, such as small lenses of sand scattered through a mass of clay; note thickness. Lensed Boulders
Cobbles
coarse
fine
Gravel
Same color and appearance throughout
Breaks along definite planes of fracture with
little resistance to fracturing.
Homogeneous
DESCRIPTION
Alternating layers of varying material or color with layers at least 1/4-in. (6mm) thick, note thickness.
Fissured
Slickensided Fracture planes appear polished or glossy, sometimes striated.
DESCRIPTION
Non-Plastic
Low
Dry
Wet
Visible free water,
usually soil is below
water table
FIELD TEST
Absence of
moisture, dusty,
dry to the touch
Sand
Fines
GRAIN SIZE
>12 in. (304.8 mm.)
3 - 12 in. (76.2 - 304.8 mm.)
3/4 -3 in. (19 - 76.2 mm.)
0.19 - 0.75 in. (4.8 - 19 mm.)
#10 - #4 0.079 - 0.19 in. (2 - 4.9 mm.)
0.017 - 0.079 in. (0.43 - 2 mm.)
#200 - #40
Cohesive soil that can be broken down into small angular lumps which resist further breakdown. Blocky
CRITERIA
Medium
High
CRITERIA
A 1/8 in. (3 mm) thread cannot be rolled at any water content.
The thread can barely be rolled and the lump cannot be formed when drier than the plastic limit.
The thread is easy to roll and not much time is required to reach the plastic limit. The thread cannot be rerolled after reaching the plastic limit. The lump crumbles when drier than the plastic limit.
It takes considerable time rolling and kneading to reach the plastic limit. The thread can be rerolled several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit.
coarse
fine
Moist
Rounded
Subrounded Particles have nearly plane sides but have well-rounded corners and edges.
Angular Particles have sharp edges and relatively plane sides with unpolished surfaces.
Subangular
Particles have smoothly curved sides and no edges.
Particles are similar to angular description but have rounded edges.
DESCRIPTION
None
Weak
Crumbles or breaks
with considerable finger
pressure
Moderately
Weakly
Will not crumble or
break with finger
pressure
DESCRIPTION
Strongly
FIELD TEST
Crumbles or breaks
with handling or little
finger pressure
Readily indented by thumb but penetrated only
with great effort
Easily penetrated several inches by fist
Easily penetrated several inches by thumb
Can be penetrated several inches by thumb with
moderate effort
Readily indented by thumbnail
Indented by thumbnail with difficulty
CONSISTENCY VISUAL / MANUAL CRITERIA
<2
>30
Very Soft
Strong
No visible reaction
Some reaction,
with bubbles
forming slowly
Violent reaction,
with bubbles
forming
immediately
DESCRIPTION FIELD TEST
Soft
Stiff
Very Stiff
Hard
2 - 4
4 - 8
8 - 15
15 - 30
UNCONFINED
COMPRESSIVE
STRENGTH (Qu)(psf)
>12 in.
Stratified
500 - 1,000
CONSISTENCY - FINE-GRAINED SOIL2, 3
CEMENTATION1
APPARENT DENSITY -
COARSE-GRAINED SOIL2
PLASTICITY1
STRUCTURE1 ANGULARITY1
GRAIN SIZE1
MOISTURE CONTENT1
REACTION WITH
HYDROCHLORIC ACID1
SECONDARY CONSTITUENT1
REFERENCES
1. American Society for Materials and Testing (ASTM), 2017, ASTM D2488: Standard Practice for Description and Identification of Soils (Visual Manual Procedures).
2. Terzaghi, K and Peck, R., 1948, Soil Mechanics in Engineering Practice, John Wiley & Sons, New York.
3. United States Department of the Interior Bureau of Reclamation (USBR), 1998, Earth Manual, Part I.
gINT FILE: Klf_gint_master_2025 PROJECT NUMBER: 25001389.001A OFFICE FILTER: STOCKTONgINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2025.GLB [_KLF_GEO_LEG2_SOIL_DESC_KEY] PLOTTED: 07/26/2024 10:38 AM BY: GGomez DATE:
CHECKED BY: NF
DRAWN BY: GG
25001380.001A
PROJECT NO.:
MANTECA WWTP IMPROVEMENTS, PHASE I
2450 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
ATTACHMENT 3
16 Clean crushed gravel, approximately 1" minus
Silty SAND (SM): fine to medium sand, olive
brown, moist
loose
medium dense, weakly cemented lenses
Poorly Graded SAND with Silt (SP-SM): medium to coarse sand, pale olive, wet, loose to medium dense
Lean CLAY with Sand (CL): fine sand,
medium to high plasticity, no dilatancy, light
brownish gray, wet, stiff, homogeneous
Sandy Lean CLAY (CL): fine sand, medium
plasticity, slow dilatancy, pale olive, moist, stiff
to very stiff
Lean CLAY with Sand (CL): fine to medium
sand, medium to high plasticity, light brownish
gray, wet, very stiff to hard
slow dilatancy, medium stiff
olive brown with mottled bluish gray, lensed
sands
Clayey SAND (SC): fine to medium sand,
medium plasticity, bluish gray, wet, medium
dense, homogeneous
The boring was terminated at approximately
31.5 ft. below ground surface. The boring was
backfilled with neat cement on July 25, 2024.
18"
17"
18"
18"
18"
18"
18"
9.3 32.6
BC=6
6 7
BC=3
2 3
BC=4
7 7
BC=6
5 5
PP=1.5
BC=5
6 7
PP=3.5, 2.5,
2.0 BC=8
11 10
PP=3.5,
4.5+
BC=2
2 3
BC=11
15 22
45 Hand Auger to 5'
Switched to Solid Stem Auger
Switched to Mud Rotary
21 Groundwater was observed at approximately 13 ft. below ground surface during drilling.
GENERAL NOTES:
The exploration location and elevation are approximate and were estimated by Kleinfelder.
GROUNDWATER LEVEL INFORMATION:
1 of 1
FIELD EXPLORATION
FIGURE
A-3
LABORATORY RESULTS
Lithologic Description
BORING LOG B-1
PAGE:
BORING LOG B-1
Dry Unit Wt. (pcf)Passing #4 (%)Passing #200 (%)
Latitude: 37.79446°
Longitude: -121.26044°
Approximate Ground Surface Elevation (ft.): 28.00
Surface Condition: Gravel
- WGS 84 (Google Earth)
Drilling Company: Taber
Drilling Method:
Drilling Equipment:
Sunny/Warm Exploration Diameter:
Hammer Type - Drop: 140 lb. Auto - 30 in.
Logged By:
Date Begin - End:
Hor.-Vert. Datum:
Weather:
Drill Crew:
Diedrich 120 Truck
4 in./8 in.
NF
Plunge: -90 degrees Hand Auger/Solid Stem Auger/Mud Rotary Rick/Nick/Francisco
7/25/2024
Depth (feet)
5 10
15 20
25 30
35 ApproximateElevation (feet)
25 20
15 10
5 0
-5
Graphical LogBlow Counts(BC)= Uncorr. Blows/6 in.Pocket Pen(PP)= tsfRecovery(NR=No Recovery)USCSSymbolWaterContent (%)Liquid LimitPlasticity Index(NP=NonPlastic)Additional Tests/Remarks
MANTECA WWTP IMPROVEMENTS, PHASE I
2450 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
SampleNumber
Bulk
1 1C
1B
1A
2 3C
3B
3A
4B
4A
5 6C
6B
6A
7 8C
8B
8A
PLOTTED: 08/06/2024 09:38 AM BY: GGomez
gINT FILE: Klf_gint_master_2025 PROJECT NUMBER: 25001380.001A OFFICE FILTER: STOCKTONgINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2025.GLB [__KLF_BORING/TEST PIT SOIL LOG] DATE: 7/26/2024
CHECKED BY: NF
DRAWN BY: GG
PROJECT NO.:
25001389.001ASample Type
ATTACHMENT 3
28 Clean crushed gravel, approximately 1" minus
Silty SAND (SM): fine to medium sand,
non-plastic, olive brown, moist
loose, homogeneous
loose to medium dense
Poorly Graded SAND with Silt (SP-SM): fine
to medium sand, pale olive, moist, loose to
medium dense, homogeneous
Silty SAND (SM): fine to medium sand, olive
brown, moist, loose, homogeneous
Poorly Graded SAND with Silt (SP-SM): fine
to medium sand, pale olive, wet, loose,
homogeneous
medium dense
The boring was terminated at approximately
16.5 ft. below ground surface. The boring was
backfilled with neat cement on July 25, 2024.
18"
16"
15"
7.7 BC=5
5 4
BC=7
8 7
BC=3
2 2
BC=3
9 14
Hand Auger to 5'
Switched to Solid Stem Auger
Groundwater was observed at approximately 11 ft. below ground surface during drilling.
GENERAL NOTES:
The exploration location and elevation are approximate and were estimated by Kleinfelder.
GROUNDWATER LEVEL INFORMATION:
1 of 1
FIELD EXPLORATION
FIGURE
A-4
LABORATORY RESULTS
Lithologic Description
BORING LOG B-2
PAGE:
BORING LOG B-2
Dry Unit Wt. (pcf)Passing #4 (%)Passing #200 (%)
Latitude: 37.79694°
Longitude: -121.76035°
Approximate Ground Surface Elevation (ft.): 27.00
Surface Condition: Gravel
- WGS 84 (Google Earth)
Drilling Company: Taber
Drilling Method:
Drilling Equipment:
Sunny/Warm Exploration Diameter:
Hammer Type - Drop: 140 lb. Auto - 30 in.
Logged By:
Date Begin - End:
Hor.-Vert. Datum:
Weather:
Drill Crew:
Diedrich 120 Truck
4 in.
NF
Plunge: -90 degrees Hand Auger/Solid Stem Auger
Rick/Nick/Francisco
7/25/2024
Depth (feet)
5 10
15 20
25 30
ApproximateElevation (feet)
25 20
15 10
5 0
-5
Graphical LogBlow Counts(BC)= Uncorr. Blows/6 in.Pocket Pen(PP)= tsfRecovery(NR=No Recovery)USCSSymbolWaterContent (%)Liquid LimitPlasticity Index(NP=NonPlastic)Additional Tests/Remarks
MANTECA WWTP IMPROVEMENTS, PHASE I
2450 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
SampleNumber
Bulk-1
1 2C
2B
2A
3B
3A
4C
4B
4A
PLOTTED: 08/06/2024 09:38 AM BY: GGomez
gINT FILE: Klf_gint_master_2025 PROJECT NUMBER: 25001380.001A OFFICE FILTER: STOCKTONgINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2025.GLB [__KLF_BORING/TEST PIT SOIL LOG] DATE: 7/26/2024
CHECKED BY: NF
DRAWN BY: GG
PROJECT NO.:
25001389.001ASample Type
ATTACHMENT 3
SOUNDING
SOUNDING
CUSTOMER: Taber Drilling
OPERATOR: David
CONE ID: DDG1652
LOCATION:
JOB NUMBER:
HOLE NUMBER: CPT-1
TEST DATE: 7/29/2024 7:59:02 AM
COMMENT: Auto Enhance On
COMMENT: Filter On
COMMENT:
GPS (LAT,LON,ALT): 0.00,0.00,0.0
LOCATION:
LOCATION:
LOCATION:
Depth
(ft)
Tip COR
(tsf)
0 400 0
10 20
30 40
50 60
Sleeve Stress
(tsf)
12 0
Pore Pressure
(psi)
-50 200
F.Ratio
(%)
0 12
SPT
(blows/ft)
0 60
SBT FR
(RC 1983)
1 sensitive fine grained
2 organic material
3 clay
4 silty clay to clay
5 clayey silt to silty clay
6 sandy silt to clayey silt
7 silty sand to sandy silt
8 sand to silty sand
9 sand
10 gravelly sand to sand
11 very stiff fine grained (*)
12 sand to clayey sand (*)
*SBT/SPT CORRELATION: UBC-1983
0 12
FIGURE A-5
ATTACHMENT 3
APPENDIX B
LABORATORY TESTING RESULTS
___________________________________________________________________________________
LIST OF ATTACHMENTS
The following figures are attached.
FIGURE B-1 Laboratory Test Results Summary
FIGURE B-2 Atterberg Limits
FIGURE B-3 Corrosion Test Results
ATTACHMENT 3
B-1 6.0 1A SILTY SAND (SM) 9.3 16
B-1 17.0 5 SANDY LEAN CLAY (CL) 32.6 45 24 21
B-2 0.4 Bulk-1 SILTY SAND (SM) pH= 7.06
Resistivity= 6.16
Sulfates= 12.8
Chlorides= 2.3
B-2 8.0 2B SILTY SAND (SM) 7.7 28
Exploration
ID Additional Tests
Refer to the Geotechnical Evaluation Report or the
supplemental plates for the method used for the testing performed above.
NP = NonPlastic
NA = Not Available
LABORATORY TEST
RESULT SUMMARY
Passing 3/4"
Sieve Analysis (%) Passing #4 Passing #200
B-1
FIGURE
Plasticity Index
Sample
No.
Depth
(ft.)
Atterberg Limits Liquid Limit
Sample Description
Water Content (%)Dry Unit Wt. (pcf)Plastic Limit
gINT FILE: Klf_gint_master_2025 PROJECT NUMBER: 25001380.001A OFFICE FILTER: STOCKTON gINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2025.GLB [__KLF_LAB SUMMARY TABLE - SOIL] PLOTTED: 08/20/2024 08:21 AM BY: NFalke
MANTECA WWTP IMPROVEMENTS, TASK I
2450 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
PROJECT NO.:
DATE:
25001380.001A
DRAWN BY: GG
CHECKED BY: NF
ATTACHMENT 3
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100 110
ATTERBERG LIMITS
LL PL PI Passing
#200
B-2
Exploration ID Depth (ft.)
16 17 5 NM 24
CL-ML
LIQUID LIMIT (LL)
PLASTICITY INDEX (PI)
CL or OL
"U" LINE
ML or OL 4
7 MH or OH
"A" LINE
CH or OH
Sample Number Sample Description
B-1 SANDY LEAN CLAY (CL) 45 21
FIGURE
Testing performed in general accordance with ASTM D4318.
NP = Nonplastic
NA = Not Available
NM = Not Measured
MANTECA WWTP IMPROVEMENTS, TASK I
2450 W. YOSEMITE AVENUE
MANTECA, CALIFORNIA
Chart Reference: ASTM D2487
PLOTTED: 08/06/2024 09:44 AM BY: GGomez
gINT FILE: Klf_gint_master_2025 PROJECT NUMBER: 25001380.001A OFFICE FILTER: STOCKTONgINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2025.GLB [_KLF_ATTERBERG (ASTM)] PROJECT NO.:
25001389.001A
DRAWN BY: GG
CHECKED BY: NF
DATE:
For classification of fine-grained soils
and fine-grained fraction of coarse-grained
soils.
ATTACHMENT 3
Sunland Analytical
To: Adam Killinger
Kleinfelder-Sacramento
3130 Kilgore Road Ste 200
Rancho Cordova CA 95670
11419 Sunrise Gold Circle, #10
Rancho Cordova, CA 95742
(916) 852-8557
Date Reported
Date Submitted
From: Gene
General
Oliphant,
Manager
Ph.D. \
\
Ty
Lab
Bui/'----
Manager
08/14/2024
08/07/2024
The reported analysis was requested for the following location:
Location 25001380.00lA Site ID : B-2 BULK0.4-SFT.
Thank you for your business.
* For future reference to this analysis please use SUN# 92871-192343.
EVALUATION FOR SOIL CORROSION
Soil pH 7.06
Minimum Resistivity 6.16 ohm-cm (xl000)
Chloride 2.3 ppm
12.8 ppm
00.00023 %
Sulfate 00.00128 %
METHODS
pH and Min.Resistivity CA DOT Test #643
Sulfate CA DOT Test #417, Chloride CA DOT Test #422m
B-3
FIGURE
ATTACHMENT 3
APPENDIX C
LIQUEFACTION ANALYSIS
___________________________________________________________________________________ ATTACHMENT 3
T A B L E O F C O N T E N T S
1 8
15 22
29 33
34 37
CPT 1 results
Summary data report
Input field data
Cyclic stress resistance results
Cyclic resistance ratio results
Liquefaction potential index data
Vertical settlements summary report
Vertical settlements data report
Strength loss data report
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:32 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
L IQ UEFA C TIO N A NA L YS IS R E P O R T
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
.
G.W.T. (in-situ):
G.W.T. (earthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Project title : Manteca WWTP Location : Manteca, CA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
CPT file : CPT 1
11.00 ft
9.00 ft
3 2.60
Based on SBT
Use fill:
Fill height:
Fill weight:
Trans. detect. applied:
Kσ applied:
No
N/A
N/A
No
Yes
Clay like behavior
applied:
Limit depth applied:
Limit depth:
MSF method:
Sands only
No
N/A
Method based
Cone resistance
qt (tsf)
200 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot CRR plot
CRR & CSR
0 0.2 0.4 0.6
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
Qtn,cs
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
Friction Ratio
Rf (%)
0 2 4 6 8 10
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio
Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot
Factor of safety
0 0.5 1 1.5 2
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Zone A1 : Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry
Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq 1 ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s
Friction Ratio
Rf (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio Pore pressure
u (psi)
0 50 100 150
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Pore pressure
Insitu
SBT Plot
Ic(SBT)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBT Plot Soil Behaviour Type
SBT (Robertson et al. 1986)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Soil Behaviour Type
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay & silty clay
Clay
Clay & silty clay
Clay
Silty sand & sandy silt
Clay & silty clay
Silty sand & sandy silt
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 2 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
Qtn
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r ma l i z e d ) Norm. friction ratio
Fr (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. friction ratio Nom. pore pressure ratio
Bq
-0.2 0 0.2 0.4 0.6 0.8 1
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Nom. pore pressure ratio SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot Norm. Soil Behaviour Type
SBTn (Robertson 1990)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. Soil Behaviour Type
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay
Organic soil
Clay & silty clay Clay
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 3 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Total cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Total cone resistance
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r me d i a t e r e s u l t s ) SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Norm. cone resistance
Qtn
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance Grain char. factor
Kc
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Grain char. factor mCRR
Qtn,cs
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 mCRR
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 4 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 CRR plot
CRR & CSR
0 0.2 0.4 0.6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Liquefaction potential
LPI
0 5 10 15 20
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Liquefaction potential Vertical settlements
Settlement (in)
0 1 2 3
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements Lateral displacements
Displacement (in)
0 Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Lateral displacements
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 5 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data F.S. color scheme LPI color scheme Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
Almost certain it will liquefy
Very likely to liquefy
Liquefaction and no liq. are equally likely
Unlike to liquefy
Almost certain it will not liquefy
Very high risk
High risk
Low risk
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
L i q u e f a c t i o n a n a l y s i s s u mma r y p l o t s Qtn,cs
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Thickness of surface layer, H1 (m)
0 1 2 3 4 5 6 7 8 9 10
Thickness of liquefiable sand layer, H2 (m)
12.0 11.0
10.0 9.0
8.0 7.0
6.0 5.0
4.0 3.0
2.0 1.0
0.0 CPT 1 (17.95)
Analysis PGA: 0.43
PGA 0.40g - 0.50g
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 6 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
Qtn
100 200 300
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C h e c k f o r s t r e n g t h l o s s p l o t s ( R o b e r t s o n ( 2 0 1 0 ) ) Grain char. factor
Kc
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Grain char. factor Corrected norm. cone resistance
Qtn,cs
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Corrected norm. cone resistance SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Liquefied Su/Sig'v
Su/Sig'v
0 0.1 0.2 0.3 0.4 0.5
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Peak Su ratio Liq. Su ratio
Liquefied Su/Sig'v
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 7 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
NCEER (1998)
NCEER (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data ::
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
1 1.31 19.66 0.22 0.99 25.89 106.41
2 1.48 16.04 0.23 0.58 29.25 107.07
3 1.64 15.14 0.30 0.42 36.05 108.47
4 1.80 12.95 0.42 0.39 40.18 108.78
5 1.97 11.89 0.31 0.25 42.19 108.04
6 2.13 11.69 0.23 0.19 39.89 105.63
7 2.30 10.87 0.17 1.01 37.49 103.64
8 2.46 10.95 0.14 0.57 35.03 101.79
9 2.63 11.30 0.11 0.38 32.41 100.64
10 2.79 11.95 0.10 0.32 29.67 99.47
11 2.95 12.45 0.09 0.32 27.17 99.04
12 3.12 13.96 0.09 0.32 24.36 98.69
13 3.28 15.74 0.08 0.37 21.66 98.71
14 3.44 17.48 0.08 0.56 5.00 98.71
15 3.61 19.05 0.08 0.51 5.00 99.27
16 3.77 19.33 0.09 0.50 5.00 100.26
17 3.94 20.68 0.11 0.38 18.55 101.23
18 4.10 19.92 0.12 0.35 18.96 102.09
19 4.26 20.32 0.13 0.28 19.94 102.65
20 4.43 19.47 0.14 0.25 20.51 103.15
21 4.59 19.71 0.15 0.27 21.05 103.33
22 4.76 19.48 0.14 0.24 20.79 103.27
23 4.92 19.97 0.14 0.21 20.09 103.29
24 5.08 21.59 0.14 0.20 18.77 103.41
25 5.25 23.49 0.14 0.23 17.48 103.76
26 5.41 25.02 0.15 0.21 16.33 103.92
27 5.58 26.13 0.14 0.07 15.29 104.04
28 5.74 27.94 0.14 0.11 14.05 104.28
29 5.91 31.19 0.15 0.13 5.00 104.74
30 6.07 35.40 0.16 0.20 5.00 104.76
31 6.23 38.85 0.13 0.19 5.00 104.89
32 6.40 41.42 0.14 0.18 5.00 104.97
33 6.56 43.21 0.15 0.17 5.00 105.74
34 6.73 43.70 0.17 0.15 5.00 106.48
35 6.89 42.55 0.19 0.11 5.00 107.24
36 7.05 39.64 0.21 0.05 11.18 108.03
37 7.22 35.73 0.24 -0.03 13.27 108.72
38 7.38 32.75 0.28 -0.07 15.15 109.38
39 7.55 32.77 0.30 -0.08 15.83 109.91
40 7.71 34.96 0.31 -0.06 15.40 110.24
41 7.87 36.53 0.30 -0.10 14.46 110.24
42 8.04 37.71 0.29 -0.14 13.10 109.97
43 8.20 41.52 0.26 -0.20 11.47 109.56
44 8.37 45.15 0.24 -0.65 10.55 109.17
45 8.53 43.86 0.23 -1.23 10.50 108.89
46 8.69 41.20 0.23 -1.37 11.13 108.42
47 8.86 38.12 0.21 -0.94 12.16 108.16
48 9.02 35.46 0.23 -1.09 13.29 107.92
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 8 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
49 9.19 33.19 0.23 -0.96 14.50 108.03
50 9.35 32.09 0.23 -0.72 14.83 107.66
51 9.51 32.64 0.20 -0.64 14.68 107.51
52 9.68 33.97 0.21 -0.73 13.99 107.45
53 9.84 36.39 0.22 -0.80 13.50 107.81
54 10.01 38.00 0.22 -0.99 13.20 107.97
55 10.17 37.31 0.22 -1.08 13.22 107.95
56 10.34 36.86 0.21 -0.95 13.52 107.81
57 10.50 35.95 0.21 -0.87 14.64 107.35
58 10.66 29.10 0.20 0.58 14.63 107.15
59 10.83 36.65 0.20 -0.28 14.59 107.12
60 10.99 36.61 0.21 -0.20 13.49 107.55
61 11.15 38.29 0.22 -0.09 12.83 107.77
62 11.32 42.47 0.21 -1.73 5.00 108.11
63 11.48 48.98 0.21 -2.77 5.00 108.55
64 11.65 52.37 0.23 -1.52 5.00 109.41
65 11.81 54.03 0.27 -0.05 10.11 110.70
66 11.97 53.15 0.34 0.58 10.55 111.20
67 12.14 51.76 0.30 0.99 10.48 110.68
68 12.30 51.37 0.21 1.05 5.00 109.49
69 12.47 52.86 0.22 1.07 5.00 109.15
70 12.63 50.39 0.26 1.16 5.00 109.29
71 12.79 48.04 0.23 1.53 5.00 109.35
72 12.96 48.69 0.23 1.59 5.00 109.34
73 13.12 50.48 0.26 1.30 10.55 109.79
74 13.29 52.46 0.27 0.92 10.31 109.99
75 13.45 52.68 0.24 0.88 5.00 109.74
76 13.62 53.44 0.23 1.53 5.00 109.32
77 13.78 56.94 0.22 1.60 5.00 109.04
78 13.94 59.02 0.21 1.76 5.00 108.64
79 14.11 59.59 0.19 1.90 5.00 108.26
80 14.27 55.09 0.19 1.84 5.00 108.31
81 14.44 57.73 0.21 2.11 5.00 108.73
82 14.60 59.67 0.23 2.35 5.00 109.31
83 14.76 58.46 0.24 2.46 5.00 108.59
84 14.93 38.93 0.17 2.47 13.52 107.45
85 15.09 19.92 0.19 2.69 21.65 105.87
86 15.26 14.94 0.20 4.04 33.73 105.15
87 15.42 11.29 0.21 5.74 39.14 104.98
88 15.58 12.78 0.21 9.81 35.02 105.49
89 15.75 21.02 0.21 9.78 28.50 105.79
90 15.91 22.72 0.19 20.60 25.87 107.03
91 16.08 21.92 0.29 27.98 27.06 108.26
92 16.24 21.72 0.34 29.76 30.07 109.81
93 16.40 20.71 0.39 27.06 32.49 110.95
94 16.57 20.75 0.46 17.34 34.60 112.54
95 16.73 22.94 0.62 22.27 33.66 114.66
96 16.90 30.35 0.79 33.35 31.12 116.62
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 9 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
97 17.06 35.65 0.89 42.45 27.78 118.31
98 17.22 42.48 1.02 78.12 19.61 120.02
99 17.39 84.52 1.07 98.63 12.66 121.42
100 17.55 119.95 1.06 5.99 8.98 122.43
101 17.72 122.76 1.17 -1.71 8.67 122.89
102 17.88 101.92 1.22 -4.48 11.14 123.22
103 18.05 77.68 1.39 -5.61 16.94 124.30
104 18.21 60.49 2.13 -5.28 21.50 125.88
105 18.37 79.73 2.55 1.96 21.23 128.13
106 18.54 112.82 3.18 0.06 16.52 129.73
107 18.70 149.04 3.11 0.97 14.87 130.51
108 18.86 126.57 3.14 0.07 16.91 130.02
109 19.03 67.48 2.93 -2.31 24.90 128.65
110 19.19 35.59 2.64 -2.84 41.04 127.10
111 19.36 25.55 2.98 -3.11 54.98 126.02
112 19.52 26.05 2.78 -1.93 57.94 126.11
113 19.68 30.18 2.93 -0.33 56.03 126.18
114 19.85 29.27 2.93 1.69 54.73 125.89
115 20.01 28.01 2.39 3.77 53.89 124.54
116 20.18 25.02 1.67 4.67 48.99 122.57
117 20.34 28.73 1.29 19.52 43.19 120.72
118 20.50 30.76 1.14 22.11 38.15 119.83
119 20.67 32.17 1.10 27.08 34.52 119.79
120 20.83 38.41 1.15 34.75 31.31 119.98
121 21.00 42.18 1.11 48.90 31.05 120.13
122 21.16 34.22 1.15 32.11 35.68 120.29
123 21.32 24.96 1.37 8.55 46.15 120.17
124 21.49 18.04 1.39 8.24 57.79 120.02
125 21.65 16.19 1.43 9.52 55.57 120.19
126 21.82 28.97 1.38 11.38 42.54 121.46
127 21.98 46.58 1.61 2.03 39.27 122.89
128 22.15 33.17 2.10 -2.69 42.71 123.19
129 22.31 21.88 1.71 -2.38 52.58 122.00
130 22.47 20.72 1.27 0.13 51.20 119.87
131 22.64 26.79 0.92 5.95 45.46 118.84
132 22.80 27.32 1.11 8.43 33.39 119.37
133 22.97 51.96 1.13 12.89 23.73 120.27
134 23.13 74.04 0.93 9.37 17.76 120.27
135 23.29 69.17 0.87 3.21 17.72 119.60
136 23.46 45.94 0.90 -0.52 24.46 119.46
137 23.62 28.98 1.12 -2.61 40.57 120.55
138 23.79 19.36 1.85 -1.73 61.17 122.37
139 23.95 17.66 2.62 -0.30 76.34 124.60
140 24.11 20.46 3.48 0.63 74.45 126.70
141 24.28 28.96 3.95 0.59 62.01 128.16
142 24.44 42.09 3.64 0.43 50.90 127.40
143 24.61 39.40 1.78 -0.34 40.67 124.67
144 24.77 38.66 0.86 -0.68 30.87 120.50
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 10 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
145 24.93 47.15 0.86 -0.92 25.63 119.10
146 25.10 52.30 1.07 -2.12 24.34 119.99
147 25.26 52.33 1.13 -1.32 25.20 120.98
148 25.43 51.04 1.28 -1.97 25.99 121.04
149 25.59 48.86 1.13 -2.54 28.70 121.51
150 25.75 43.10 1.44 -2.94 30.80 120.73
151 25.92 36.62 1.02 -3.54 33.95 120.28
152 26.08 34.80 1.05 -3.76 35.83 119.98
153 26.25 35.61 1.37 -3.77 37.47 121.18
154 26.41 39.09 1.60 -3.89 40.82 122.21
155 26.57 31.67 1.70 -4.12 44.27 122.53
156 26.74 28.91 1.69 -4.46 52.24 121.84
157 26.90 19.77 1.50 -4.27 59.68 120.82
158 27.07 16.74 1.36 -3.27 67.51 119.39
159 27.23 16.08 1.16 -1.52 66.21 118.24
160 27.39 17.93 0.95 -0.10 59.58 116.78
161 27.56 19.21 0.69 1.44 51.04 114.83
162 27.72 20.36 0.45 3.40 42.29 112.06
163 27.89 22.01 0.26 5.13 32.17 110.12
164 28.05 31.91 0.29 7.00 20.34 109.70
165 28.21 56.43 0.27 34.60 13.90 110.68
166 28.38 66.87 0.28 46.91 5.00 110.95
167 28.54 54.16 0.29 34.47 13.28 111.23
168 28.71 43.44 0.33 24.11 19.42 113.01
169 28.87 35.76 0.61 16.63 29.69 116.62
170 29.04 30.68 1.20 14.22 43.22 120.57
171 29.20 26.96 2.07 16.12 55.93 123.50
172 29.36 25.41 2.76 17.28 63.22 125.37
173 29.53 27.84 3.04 18.11 60.18 126.27
174 29.69 36.44 2.78 19.84 53.67 126.21
175 29.86 37.73 2.34 19.87 48.39 125.18
176 30.02 33.74 1.84 22.60 46.07 123.76
177 30.18 33.56 1.60 24.54 46.06 122.22
178 30.35 29.16 1.37 26.18 46.56 121.30
179 30.51 28.01 1.36 27.41 48.46 121.10
180 30.68 28.86 1.56 31.77 48.72 121.56
181 30.84 30.89 1.62 34.29 47.60 122.25
182 31.00 33.70 1.70 44.58 42.25 122.60
183 31.17 43.59 1.55 45.66 34.54 122.66
184 31.33 56.31 1.33 20.85 30.02 121.86
185 31.50 46.70 1.10 27.32 28.52 121.07
186 31.66 44.47 1.14 44.83 27.28 120.69
187 31.82 58.86 1.13 58.47 21.92 122.25
188 31.99 93.50 1.54 90.90 15.46 125.69
189 32.15 160.96 2.55 21.11 11.86 129.02
190 32.32 201.79 3.18 -0.54 9.25 130.54
191 32.48 218.49 2.54 -2.05 8.11 130.93
192 32.64 219.33 2.73 -1.82 7.93 131.12
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 11 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
193 32.81 217.42 3.33 -2.57 9.15 131.92
194 32.97 202.02 3.62 -2.95 10.97 132.67
195 33.14 184.65 3.98 -3.19 10.83 131.54
196 33.30 181.25 1.96 -3.54 9.52 129.73
197 33.47 183.18 1.61 -3.69 6.61 126.58
198 33.63 187.79 1.33 -3.51 5.51 125.37
199 33.79 189.62 1.19 -3.05 5.42 125.29
200 33.96 185.00 1.57 -2.77 6.49 126.32
201 34.12 175.77 1.98 -2.42 7.87 127.22
202 34.28 167.03 1.89 -2.24 8.79 127.20
203 34.45 155.25 1.66 -1.95 8.71 126.28
204 34.61 153.18 1.40 0.28 8.31 125.35
205 34.78 155.13 1.33 -1.01 7.46 124.48
206 34.94 159.33 1.15 -1.47 6.73 123.92
207 35.10 163.58 1.09 -1.85 5.88 123.57
208 35.27 176.66 1.11 4.12 6.10 123.98
209 35.43 162.35 1.34 -0.69 7.67 125.10
210 35.60 139.95 1.74 -0.40 8.98 126.24
211 35.76 167.80 1.85 1.27 7.02 126.55
212 35.92 235.63 1.32 -0.40 4.00 127.02
213 36.09 301.09 1.64 -0.90 1.84 127.59
214 36.25 363.02 1.82 -0.04 1.23 129.04
215 36.42 383.79 2.07 -0.36 1.35 130.28
216 36.58 364.37 2.53 1.65 2.12 131.39
217 36.74 342.55 2.93 1.61 2.40 131.17
218 36.91 339.18 1.95 2.45 2.06 130.09
219 37.07 336.23 1.58 1.61 1.30 128.55
220 37.24 340.45 1.70 2.40 1.39 128.86
221 37.40 347.21 2.16 3.52 1.75 129.93
222 37.57 358.40 2.40 7.28 2.44 130.87
223 37.73 322.56 2.60 13.08 2.78 131.41
224 37.89 346.65 2.71 5.36 2.84 131.42
225 38.06 353.67 2.41 8.71 1.97 130.75
226 38.22 374.50 1.81 9.47 0.51 128.37
227 38.39 390.42 0.72 8.30 0.00 126.56
228 38.55 408.87 1.27 10.76 0.00 126.59
229 38.71 425.29 1.77 10.15 0.00 128.16
230 38.88 429.58 1.57 11.73 0.00 128.66
231 39.04 426.57 1.57 12.87 0.00 128.46
232 39.21 399.99 1.67 14.40 0.09 128.54
233 39.37 377.42 1.69 16.80 0.36 128.66
234 39.53 390.98 1.71 14.44 0.23 128.51
235 39.70 411.33 1.55 17.39 0.02 128.60
236 39.86 421.99 1.70 21.63 0.00 128.77
237 40.03 420.07 1.78 23.68 0.13 128.62
238 40.19 364.72 1.51 19.05 1.14 127.87
239 40.35 230.57 1.48 11.23 3.78 126.28
240 40.52 111.86 1.34 7.80 9.70 124.35
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 12 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
241 40.68 76.79 1.14 4.81 19.32 122.12
242 40.85 47.38 1.05 15.60 27.28 120.06
243 41.01 35.23 0.84 57.86 36.62 118.84
244 41.17 31.35 0.98 33.23 42.31 118.49
245 41.34 30.41 1.06 25.30 45.67 119.90
246 41.50 35.25 1.46 24.35 47.11 120.62
247 41.67 31.69 1.33 51.71 48.40 121.18
248 41.83 30.49 1.37 39.84 50.78 120.38
249 41.99 26.56 1.14 36.44 52.20 119.19
250 42.16 24.34 0.85 34.26 53.44 117.77
251 42.32 23.24 0.87 29.40 53.41 116.21
252 42.49 21.38 0.64 28.09 55.66 115.36
253 42.65 20.03 0.64 25.28 60.00 114.84
254 42.81 16.70 0.79 23.93 66.53 115.42
255 42.98 16.38 0.88 27.06 71.06 116.02
256 43.14 17.55 0.88 27.96 69.61 116.27
257 43.31 18.58 0.84 28.26 67.32 116.15
258 43.47 18.27 0.81 27.02 68.14 115.68
259 43.63 15.78 0.75 23.87 72.09 115.05
260 43.80 13.98 0.71 20.22 76.97 114.24
261 43.96 13.23 0.65 22.09 79.41 113.64
262 44.13 13.22 0.62 23.70 76.31 113.38
263 44.29 15.37 0.62 28.94 70.98 113.46
264 44.45 17.05 0.61 31.20 66.14 113.55
265 44.62 17.30 0.59 31.32 64.08 113.30
266 44.78 16.69 0.54 31.39 63.05 112.72
267 44.95 16.77 0.48 31.50 60.32 112.00
268 45.11 18.31 0.43 33.41 53.46 111.71
269 45.28 22.41 0.44 26.43 52.71 111.90
270 45.44 18.28 0.51 25.77 57.14 112.43
271 45.60 15.93 0.56 29.18 66.23 112.82
272 45.77 14.49 0.60 31.62 78.61 114.27
273 45.93 12.05 0.96 32.32 87.78 115.43
274 46.10 12.66 0.98 33.93 97.23 116.42
275 46.26 11.40 1.05 41.01 100.00 116.50
276 46.42 11.01 1.02 40.81 100.00 116.37
277 46.59 12.49 0.94 28.44 85.78 116.00
278 46.75 17.92 0.74 45.02 68.00 115.52
279 46.92 23.00 0.65 53.94 51.80 114.70
280 47.08 27.09 0.53 69.67 43.78 114.19
281 47.24 28.63 0.53 82.45 39.69 113.42
282 47.41 27.84 0.44 86.14 37.07 112.85
283 47.57 30.73 0.40 72.40 34.44 112.56
284 47.74 33.68 0.45 105.29 32.49 113.34
285 47.90 36.10 0.55 131.68 32.98 114.75
286 48.06 35.25 0.67 139.76 36.35 116.79
287 48.23 33.90 0.98 133.42 41.26 118.44
288 48.39 31.76 1.14 126.26 45.92 119.52
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 13 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
289 48.56 30.15 1.16 121.12 47.48 119.54
290 48.72 30.85 1.03 127.89 46.73 119.20
291 48.88 31.81 0.99 128.32 43.95 119.00
292 49.05 35.24 1.02 136.68 39.79 119.36
293 49.21 43.29 1.06 147.76 35.72 119.77
294 49.38 46.61 1.04 165.00 31.33 120.04
295 49.54 53.66 1.00 171.75 26.94 120.13
296 49.70 64.80 0.96 195.26 20.80 120.33
297 49.87 91.08 0.90 46.36 18.32 120.15
298 50.03 75.84 0.85 13.75 19.44 119.88
299 50.20 54.40 0.91 14.88 23.92 119.46
Abbreviations
Depth:
qc:
fs:
u:
Fines content:
Unit weight:
Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf)
Sleeve friction resistance (tsf)
Pore pressure (tsf)
Percentage of fines in soil (%)
Bulk soil unit weight (pcf)
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 14 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data ::
Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
1 1.31 0.07 0.00 0.07 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 2 1.48 0.08 0.00 0.08 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 3 1.64 0.09 0.00 0.09 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 4 1.80 0.10 0.00 0.10 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 5 1.97 0.11 0.00 0.11 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 6 2.13 0.11 0.00 0.11 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 7 2.30 0.12 0.00 0.12 1.00 0.279 1.14 0.245 1.00 1.10 2.000 No 8 2.46 0.13 0.00 0.13 1.00 0.278 1.14 0.245 1.00 1.10 2.000 No 9 2.63 0.14 0.00 0.14 1.00 0.278 1.14 0.245 1.00 1.10 2.000 No 10 2.79 0.15 0.00 0.15 1.00 0.278 1.14 0.245 1.00 1.10 2.000 No 11 2.95 0.16 0.00 0.16 1.00 0.278 1.14 0.244 1.00 1.10 2.000 No 12 3.12 0.16 0.00 0.16 0.99 0.278 1.14 0.244 1.00 1.10 2.000 No 13 3.28 0.17 0.00 0.17 0.99 0.278 1.14 0.244 1.00 1.10 2.000 No 14 3.44 0.18 0.00 0.18 0.99 0.278 1.14 0.244 1.00 1.10 2.000 No 15 3.61 0.19 0.00 0.19 0.99 0.278 1.14 0.244 1.00 1.10 2.000 No 16 3.77 0.20 0.00 0.20 0.99 0.278 1.14 0.244 1.00 1.10 2.000 No 17 3.94 0.20 0.00 0.20 0.99 0.277 1.14 0.244 1.00 1.10 2.000 No 18 4.10 0.21 0.00 0.21 0.99 0.277 1.14 0.244 1.00 1.10 2.000 No 19 4.26 0.22 0.00 0.22 0.99 0.277 1.14 0.244 1.00 1.10 2.000 No 20 4.43 0.23 0.00 0.23 0.99 0.277 1.14 0.244 1.00 1.10 2.000 No 21 4.59 0.24 0.00 0.24 0.99 0.277 1.14 0.243 1.00 1.10 2.000 No 22 4.76 0.25 0.00 0.25 0.99 0.277 1.14 0.243 1.00 1.10 2.000 No 23 4.92 0.25 0.00 0.25 0.99 0.277 1.14 0.243 1.00 1.10 2.000 No 24 5.08 0.26 0.00 0.26 0.99 0.277 1.14 0.243 1.00 1.10 2.000 No 25 5.25 0.27 0.00 0.27 0.99 0.277 1.14 0.243 1.00 1.10 2.000 No 26 5.41 0.28 0.00 0.28 0.99 0.277 1.14 0.243 1.00 1.10 2.000 No 27 5.58 0.29 0.00 0.29 0.99 0.276 1.14 0.243 1.00 1.10 2.000 No 28 5.74 0.30 0.00 0.30 0.99 0.276 1.14 0.243 1.00 1.10 2.000 No 29 5.91 0.31 0.00 0.31 0.99 0.276 1.14 0.243 1.00 1.10 2.000 No 30 6.07 0.31 0.00 0.31 0.99 0.276 1.14 0.243 1.00 1.10 2.000 No 31 6.23 0.32 0.00 0.32 0.99 0.276 1.14 0.243 1.00 1.10 2.000 No 32 6.40 0.33 0.00 0.33 0.99 0.276 1.14 0.242 1.00 1.10 2.000 No 33 6.56 0.34 0.00 0.34 0.99 0.276 1.14 0.242 1.00 1.10 2.000 No 34 6.73 0.35 0.00 0.35 0.99 0.276 1.14 0.242 1.00 1.10 2.000 No 35 6.89 0.36 0.00 0.36 0.99 0.276 1.14 0.242 1.00 1.10 2.000 No 36 7.05 0.37 0.00 0.37 0.99 0.275 1.14 0.242 1.00 1.10 2.000 No 37 7.22 0.38 0.00 0.38 0.99 0.275 1.14 0.242 1.00 1.10 2.000 No 38 7.38 0.38 0.00 0.38 0.98 0.275 1.14 0.242 1.00 1.10 2.000 No 39 7.55 0.39 0.00 0.39 0.98 0.275 1.14 0.242 1.00 1.10 2.000 No 40 7.71 0.40 0.00 0.40 0.98 0.275 1.14 0.242 1.00 1.10 2.000 No 41 7.87 0.41 0.00 0.41 0.98 0.275 1.14 0.242 1.00 1.10 2.000 No 42 8.04 0.42 0.00 0.42 0.98 0.275 1.14 0.242 1.00 1.10 2.000 No 43 8.20 0.43 0.00 0.43 0.98 0.275 1.14 0.241 1.00 1.10 2.000 No 44 8.37 0.44 0.00 0.44 0.98 0.275 1.14 0.241 1.00 1.10 2.000 No 45 8.53 0.45 0.00 0.45 0.98 0.275 1.14 0.241 1.00 1.10 2.000 No 46 8.69 0.46 0.00 0.46 0.98 0.274 1.14 0.241 1.00 1.10 2.000 No 47 8.86 0.47 0.00 0.47 0.98 0.274 1.14 0.241 1.00 1.10 2.000 No 48 9.02 0.47 0.00 0.47 0.98 0.275 1.14 0.241 1.00 1.10 0.266 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 15 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
49 9.19 0.48 0.01 0.48 0.98 0.277 1.14 0.244 1.00 1.10 0.268 No 50 9.35 0.49 0.01 0.48 0.98 0.280 1.14 0.246 1.00 1.10 0.271 No 51 9.51 0.50 0.02 0.48 0.98 0.283 1.14 0.249 1.00 1.10 0.274 No 52 9.68 0.51 0.02 0.49 0.98 0.286 1.14 0.251 1.00 1.10 0.276 No 53 9.84 0.52 0.03 0.49 0.98 0.288 1.14 0.253 1.00 1.10 0.279 No 54 10.01 0.53 0.03 0.50 0.98 0.291 1.14 0.256 1.00 1.10 0.281 No 55 10.17 0.54 0.04 0.50 0.98 0.294 1.14 0.258 1.00 1.10 0.284 No 56 10.34 0.55 0.04 0.50 0.98 0.296 1.14 0.260 1.00 1.10 0.286 No 57 10.50 0.55 0.05 0.51 0.98 0.299 1.14 0.262 1.00 1.10 0.289 No 58 10.66 0.56 0.05 0.51 0.98 0.301 1.14 0.265 1.00 1.10 0.291 No 59 10.83 0.57 0.06 0.51 0.98 0.303 1.14 0.267 1.00 1.10 0.293 No 60 10.99 0.58 0.06 0.52 0.98 0.306 1.14 0.269 1.00 1.10 0.296 No 61 11.15 0.59 0.07 0.52 0.98 0.308 1.14 0.271 1.00 1.10 0.298 No 62 11.32 0.60 0.07 0.53 0.98 0.310 1.14 0.273 1.00 1.10 0.300 No 63 11.48 0.61 0.08 0.53 0.98 0.313 1.14 0.275 1.00 1.10 0.302 No 64 11.65 0.62 0.08 0.53 0.98 0.315 1.14 0.277 1.00 1.10 0.304 No 65 11.81 0.63 0.09 0.54 0.98 0.317 1.14 0.279 1.00 1.10 0.307 No 66 11.97 0.63 0.09 0.54 0.97 0.319 1.14 0.281 1.00 1.10 0.309 No 67 12.14 0.64 0.10 0.55 0.97 0.321 1.14 0.282 1.00 1.10 0.311 No 68 12.30 0.65 0.10 0.55 0.97 0.323 1.14 0.284 1.00 1.10 0.313 No 69 12.47 0.66 0.11 0.55 0.97 0.325 1.14 0.286 1.00 1.10 0.315 No 70 12.63 0.67 0.11 0.56 0.97 0.327 1.14 0.288 1.00 1.10 0.317 No 71 12.79 0.68 0.12 0.56 0.97 0.329 1.14 0.290 1.00 1.10 0.318 No 72 12.96 0.69 0.12 0.56 0.97 0.331 1.14 0.291 1.00 1.10 0.320 No 73 13.12 0.70 0.13 0.57 0.97 0.333 1.14 0.293 1.00 1.10 0.322 No 74 13.29 0.71 0.13 0.57 0.97 0.335 1.14 0.295 1.00 1.10 0.324 No 75 13.45 0.72 0.14 0.58 0.97 0.337 1.14 0.296 1.00 1.10 0.326 No 76 13.62 0.72 0.14 0.58 0.97 0.339 1.14 0.298 1.00 1.10 0.328 No 77 13.78 0.73 0.15 0.58 0.97 0.341 1.14 0.299 1.00 1.10 0.329 No 78 13.94 0.74 0.15 0.59 0.97 0.343 1.14 0.301 1.00 1.10 0.331 No 79 14.11 0.75 0.16 0.59 0.97 0.344 1.14 0.303 1.00 1.10 0.333 No 80 14.27 0.76 0.16 0.60 0.97 0.346 1.14 0.304 1.00 1.10 0.335 No 81 14.44 0.77 0.17 0.60 0.97 0.348 1.14 0.306 1.00 1.10 0.336 No 82 14.60 0.78 0.17 0.60 0.97 0.349 1.14 0.307 1.00 1.10 0.338 No 83 14.76 0.79 0.18 0.61 0.97 0.351 1.14 0.309 1.00 1.10 0.339 No 84 14.93 0.80 0.18 0.61 0.97 0.353 1.14 0.310 1.00 1.10 0.341 No 85 15.09 0.80 0.19 0.61 0.97 0.354 1.14 0.312 1.00 1.10 0.343 No 86 15.26 0.81 0.20 0.62 0.97 0.356 1.14 0.313 1.00 1.10 0.344 No 87 15.42 0.82 0.20 0.62 0.97 0.358 1.14 0.314 1.00 1.10 0.346 No 88 15.58 0.83 0.21 0.62 0.97 0.359 1.14 0.316 1.00 1.10 0.347 No 89 15.75 0.84 0.21 0.63 0.97 0.361 1.14 0.317 1.00 1.10 0.349 No 90 15.91 0.85 0.22 0.63 0.97 0.362 1.14 0.318 1.00 1.10 0.350 No 91 16.08 0.86 0.22 0.64 0.97 0.364 1.14 0.320 1.00 1.10 0.352 No 92 16.24 0.87 0.23 0.64 0.97 0.365 1.14 0.321 1.00 1.10 0.353 No 93 16.40 0.87 0.23 0.64 0.97 0.367 1.14 0.322 1.00 1.10 0.355 No 94 16.57 0.88 0.24 0.65 0.97 0.368 1.14 0.324 1.00 1.10 0.356 No 95 16.73 0.89 0.24 0.65 0.96 0.369 1.14 0.325 1.00 1.10 0.357 No 96 16.90 0.90 0.25 0.66 0.96 0.371 1.14 0.326 1.00 1.10 0.358 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 16 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
97 17.06 0.91 0.25 0.66 0.96 0.372 1.14 0.327 1.00 1.10 0.360 No 98 17.22 0.92 0.26 0.67 0.96 0.373 1.14 0.328 1.00 1.10 0.361 No 99 17.39 0.93 0.26 0.67 0.96 0.374 1.14 0.329 1.00 1.10 0.362 No 100 17.55 0.94 0.27 0.68 0.96 0.375 1.14 0.330 1.00 1.10 0.363 No 101 17.72 0.95 0.27 0.68 0.96 0.377 1.14 0.331 1.00 1.10 0.364 No 102 17.88 0.96 0.28 0.69 0.96 0.378 1.14 0.332 1.00 1.10 0.365 No 103 18.05 0.97 0.28 0.69 0.96 0.379 1.14 0.333 1.00 1.10 0.366 No 104 18.21 0.98 0.29 0.70 0.96 0.380 1.14 0.334 1.00 1.10 0.367 No 105 18.37 0.99 0.29 0.70 0.96 0.381 1.14 0.335 1.00 1.10 0.368 No 106 18.54 1.00 0.30 0.71 0.96 0.382 1.14 0.335 1.00 1.10 0.369 No 107 18.70 1.01 0.30 0.71 0.96 0.382 1.14 0.336 1.00 1.10 0.370 No 108 18.86 1.03 0.31 0.72 0.96 0.383 1.14 0.337 1.00 1.10 0.371 No 109 19.03 1.04 0.31 0.72 0.96 0.384 1.14 0.338 1.00 1.10 0.371 No 110 19.19 1.05 0.32 0.73 0.96 0.385 1.14 0.338 1.00 1.10 0.372 No 111 19.36 1.06 0.32 0.73 0.96 0.386 1.14 0.339 1.00 1.10 0.373 No 112 19.52 1.07 0.33 0.74 0.96 0.387 1.14 0.340 1.00 1.10 0.374 No 113 19.68 1.08 0.33 0.74 0.96 0.388 1.14 0.341 1.00 1.10 0.375 No 114 19.85 1.09 0.34 0.75 0.96 0.388 1.14 0.341 1.00 1.10 0.376 No 115 20.01 1.10 0.34 0.75 0.96 0.389 1.14 0.342 1.00 1.10 0.376 No 116 20.18 1.11 0.35 0.76 0.96 0.390 1.14 0.343 1.00 1.10 0.377 No 117 20.34 1.12 0.35 0.76 0.96 0.391 1.14 0.344 1.00 1.10 0.378 No 118 20.50 1.13 0.36 0.77 0.96 0.392 1.14 0.344 1.00 1.10 0.379 No 119 20.67 1.14 0.36 0.77 0.96 0.393 1.14 0.345 1.00 1.10 0.380 No 120 20.83 1.15 0.37 0.78 0.95 0.393 1.14 0.346 1.00 1.10 0.380 No 121 21.00 1.16 0.37 0.78 0.95 0.394 1.14 0.346 1.00 1.10 0.381 No 122 21.16 1.17 0.38 0.79 0.95 0.395 1.14 0.347 1.00 1.10 0.382 No 123 21.32 1.18 0.38 0.79 0.95 0.396 1.14 0.348 1.00 1.10 0.383 No 124 21.49 1.19 0.39 0.80 0.95 0.397 1.14 0.348 1.00 1.10 0.383 No 125 21.65 1.20 0.39 0.80 0.95 0.397 1.14 0.349 1.00 1.10 0.384 No 126 21.82 1.21 0.40 0.81 0.95 0.398 1.14 0.350 1.00 1.10 0.385 No 127 21.98 1.22 0.41 0.81 0.95 0.399 1.14 0.350 1.00 1.10 0.385 No 128 22.15 1.23 0.41 0.82 0.95 0.399 1.14 0.351 1.00 1.10 0.386 No 129 22.31 1.24 0.42 0.82 0.95 0.400 1.14 0.352 1.00 1.10 0.387 No 130 22.47 1.25 0.42 0.83 0.95 0.401 1.14 0.352 1.00 1.10 0.387 No 131 22.64 1.26 0.43 0.83 0.95 0.401 1.14 0.353 1.00 1.10 0.388 No 132 22.80 1.27 0.43 0.84 0.95 0.402 1.14 0.353 1.00 1.10 0.389 No 133 22.97 1.28 0.44 0.84 0.95 0.403 1.14 0.354 1.00 1.10 0.389 No 134 23.13 1.29 0.44 0.85 0.95 0.403 1.14 0.354 1.00 1.10 0.390 No 135 23.29 1.30 0.45 0.85 0.95 0.404 1.14 0.355 1.00 1.10 0.390 No 136 23.46 1.31 0.45 0.85 0.95 0.404 1.14 0.355 1.00 1.10 0.391 No 137 23.62 1.32 0.46 0.86 0.95 0.405 1.14 0.356 1.00 1.10 0.392 No 138 23.79 1.33 0.46 0.86 0.95 0.406 1.14 0.356 1.00 1.10 0.392 No 139 23.95 1.34 0.47 0.87 0.95 0.406 1.14 0.357 1.00 1.10 0.393 No 140 24.11 1.35 0.47 0.87 0.94 0.407 1.14 0.357 1.00 1.10 0.393 No 141 24.28 1.36 0.48 0.88 0.94 0.407 1.14 0.358 1.00 1.10 0.393 No 142 24.44 1.37 0.48 0.89 0.94 0.407 1.14 0.358 1.00 1.10 0.394 No 143 24.61 1.38 0.49 0.89 0.94 0.408 1.14 0.358 1.00 1.10 0.394 No 144 24.77 1.39 0.49 0.90 0.94 0.408 1.14 0.359 1.00 1.10 0.395 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 17 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
145 24.93 1.40 0.50 0.90 0.94 0.409 1.14 0.359 1.00 1.10 0.395 No 146 25.10 1.41 0.50 0.90 0.94 0.409 1.14 0.360 1.00 1.10 0.396 No 147 25.26 1.42 0.51 0.91 0.94 0.410 1.14 0.360 1.00 1.10 0.396 No 148 25.43 1.43 0.51 0.91 0.94 0.410 1.14 0.360 1.00 1.10 0.397 No 149 25.59 1.44 0.52 0.92 0.94 0.411 1.14 0.361 1.00 1.10 0.397 No 150 25.75 1.45 0.52 0.92 0.94 0.411 1.14 0.361 1.00 1.10 0.397 No 151 25.92 1.46 0.53 0.93 0.94 0.411 1.14 0.362 1.00 1.10 0.398 No 152 26.08 1.47 0.53 0.93 0.94 0.412 1.14 0.362 1.00 1.10 0.398 No 153 26.25 1.48 0.54 0.94 0.94 0.412 1.14 0.362 1.00 1.10 0.399 No 154 26.41 1.49 0.54 0.94 0.94 0.413 1.14 0.363 1.00 1.10 0.399 No 155 26.57 1.50 0.55 0.95 0.94 0.413 1.14 0.363 1.00 1.10 0.399 No 156 26.74 1.51 0.55 0.95 0.94 0.413 1.14 0.363 1.00 1.10 0.400 No 157 26.90 1.52 0.56 0.96 0.93 0.414 1.14 0.364 1.00 1.10 0.400 No 158 27.07 1.53 0.56 0.96 0.93 0.414 1.14 0.364 1.00 1.10 0.400 No 159 27.23 1.54 0.57 0.97 0.93 0.414 1.14 0.364 1.00 1.10 0.401 No 160 27.39 1.55 0.57 0.97 0.93 0.415 1.14 0.364 1.00 1.10 0.401 No 161 27.56 1.55 0.58 0.98 0.93 0.415 1.14 0.365 1.00 1.10 0.401 No 162 27.72 1.56 0.58 0.98 0.93 0.415 1.14 0.365 1.00 1.10 0.402 No 163 27.89 1.57 0.59 0.98 0.93 0.416 1.14 0.366 1.00 1.10 0.402 No 164 28.05 1.58 0.59 0.99 0.93 0.416 1.14 0.366 1.00 1.10 0.402 No 165 28.21 1.59 0.60 0.99 0.93 0.417 1.14 0.366 1.00 1.10 0.403 No 166 28.38 1.60 0.60 1.00 0.93 0.417 1.14 0.367 1.00 1.10 0.403 No 167 28.54 1.61 0.61 1.00 0.93 0.417 1.14 0.367 1.00 1.10 0.404 No 168 28.71 1.62 0.61 1.00 0.93 0.418 1.14 0.367 1.00 1.10 0.404 No 169 28.87 1.63 0.62 1.01 0.93 0.418 1.14 0.367 1.00 1.10 0.404 No 170 29.04 1.64 0.63 1.01 0.93 0.418 1.14 0.368 1.00 1.10 0.404 No 171 29.20 1.65 0.63 1.02 0.92 0.418 1.14 0.368 1.00 1.10 0.404 No 172 29.36 1.66 0.64 1.02 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 173 29.53 1.67 0.64 1.03 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 174 29.69 1.68 0.65 1.03 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 175 29.86 1.69 0.65 1.04 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 176 30.02 1.70 0.66 1.04 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 177 30.18 1.71 0.66 1.05 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 178 30.35 1.72 0.67 1.05 0.92 0.419 1.14 0.368 1.00 1.10 0.405 No 179 30.51 1.73 0.67 1.06 0.92 0.419 1.14 0.369 1.00 1.10 0.405 No 180 30.68 1.74 0.68 1.06 0.92 0.419 1.14 0.369 1.00 1.10 0.406 No 181 30.84 1.75 0.68 1.07 0.92 0.419 1.14 0.369 1.00 1.10 0.406 No 182 31.00 1.76 0.69 1.07 0.92 0.420 1.14 0.369 1.00 1.10 0.407 No 183 31.17 1.77 0.69 1.08 0.91 0.420 1.14 0.369 1.00 1.10 0.407 No 184 31.33 1.78 0.70 1.08 0.91 0.420 1.14 0.369 1.00 1.10 0.408 No 185 31.50 1.79 0.70 1.09 0.91 0.420 1.14 0.369 0.99 1.10 0.408 No 186 31.66 1.80 0.71 1.09 0.91 0.420 1.14 0.369 0.99 1.10 0.408 No 187 31.82 1.81 0.71 1.10 0.91 0.420 1.14 0.369 0.99 1.10 0.409 No 188 31.99 1.82 0.72 1.10 0.91 0.420 1.14 0.369 0.99 1.10 0.409 No 189 32.15 1.83 0.72 1.11 0.91 0.420 1.14 0.369 0.99 1.10 0.409 No 190 32.32 1.84 0.73 1.11 0.91 0.420 1.14 0.369 0.99 1.10 0.410 No 191 32.48 1.85 0.73 1.12 0.91 0.419 1.14 0.369 0.99 1.10 0.410 No 192 32.64 1.86 0.74 1.12 0.91 0.419 1.14 0.369 0.99 1.10 0.410 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 18 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
193 32.81 1.87 0.74 1.13 0.90 0.419 1.14 0.368 0.99 1.10 0.411 No 194 32.97 1.88 0.75 1.14 0.90 0.419 1.14 0.368 0.99 1.10 0.411 No 195 33.14 1.89 0.75 1.14 0.90 0.419 1.14 0.368 0.98 1.10 0.411 No 196 33.30 1.91 0.76 1.15 0.90 0.419 1.14 0.368 0.98 1.10 0.411 No 197 33.47 1.92 0.76 1.15 0.90 0.419 1.14 0.368 0.98 1.10 0.412 No 198 33.63 1.93 0.77 1.16 0.90 0.418 1.14 0.368 0.98 1.10 0.412 No 199 33.79 1.94 0.77 1.16 0.90 0.418 1.14 0.368 0.98 1.10 0.412 No 200 33.96 1.95 0.78 1.17 0.90 0.418 1.14 0.367 0.98 1.10 0.412 No 201 34.12 1.96 0.78 1.17 0.90 0.418 1.14 0.367 0.98 1.10 0.413 No 202 34.28 1.97 0.79 1.18 0.90 0.418 1.14 0.367 0.98 1.10 0.413 No 203 34.45 1.98 0.79 1.18 0.89 0.418 1.14 0.367 0.98 1.10 0.413 No 204 34.61 1.99 0.80 1.19 0.89 0.417 1.14 0.367 0.98 1.10 0.413 No 205 34.78 2.00 0.80 1.19 0.89 0.417 1.14 0.367 0.98 1.10 0.413 No 206 34.94 2.01 0.81 1.20 0.89 0.417 1.14 0.367 0.98 1.10 0.413 No 207 35.10 2.02 0.81 1.20 0.89 0.417 1.14 0.366 0.97 1.10 0.414 No 208 35.27 2.03 0.82 1.21 0.89 0.417 1.14 0.366 0.97 1.10 0.414 No 209 35.43 2.04 0.82 1.21 0.89 0.417 1.14 0.366 0.97 1.10 0.414 No 210 35.60 2.05 0.83 1.22 0.89 0.416 1.14 0.366 0.97 1.10 0.414 No 211 35.76 2.06 0.83 1.22 0.89 0.416 1.14 0.366 0.97 1.10 0.414 No 212 35.92 2.07 0.84 1.23 0.88 0.416 1.14 0.365 0.97 1.10 0.414 No 213 36.09 2.08 0.85 1.24 0.88 0.416 1.14 0.365 0.97 1.10 0.414 No 214 36.25 2.09 0.85 1.24 0.88 0.415 1.14 0.365 0.97 1.10 0.414 No 215 36.42 2.10 0.86 1.25 0.88 0.415 1.14 0.365 0.97 1.10 0.414 No 216 36.58 2.11 0.86 1.25 0.88 0.415 1.14 0.364 0.97 1.10 0.414 No 217 36.74 2.12 0.87 1.26 0.88 0.414 1.14 0.364 0.97 1.10 0.415 No 218 36.91 2.13 0.87 1.26 0.88 0.414 1.14 0.364 0.97 1.10 0.415 No 219 37.07 2.14 0.88 1.27 0.88 0.414 1.14 0.363 0.96 1.10 0.415 No 220 37.24 2.16 0.88 1.27 0.87 0.413 1.14 0.363 0.96 1.10 0.415 No 221 37.40 2.17 0.89 1.28 0.87 0.413 1.14 0.363 0.96 1.10 0.415 No 222 37.57 2.18 0.89 1.29 0.87 0.412 1.14 0.362 0.96 1.10 0.415 No 223 37.73 2.19 0.90 1.29 0.87 0.412 1.14 0.362 0.96 1.10 0.415 No 224 37.89 2.20 0.90 1.30 0.87 0.412 1.14 0.362 0.96 1.10 0.414 No 225 38.06 2.21 0.91 1.30 0.87 0.411 1.14 0.361 0.96 1.10 0.414 No 226 38.22 2.22 0.91 1.31 0.87 0.411 1.14 0.361 0.96 1.10 0.414 No 227 38.39 2.23 0.92 1.31 0.86 0.410 1.14 0.361 0.96 1.10 0.414 No 228 38.55 2.24 0.92 1.32 0.86 0.410 1.14 0.360 0.96 1.10 0.414 No 229 38.71 2.25 0.93 1.32 0.86 0.410 1.14 0.360 0.96 1.10 0.414 No 230 38.88 2.26 0.93 1.33 0.86 0.409 1.14 0.360 0.96 1.10 0.414 No 231 39.04 2.27 0.94 1.33 0.86 0.409 1.14 0.359 0.95 1.10 0.414 No 232 39.21 2.28 0.94 1.34 0.86 0.408 1.14 0.359 0.95 1.10 0.414 No 233 39.37 2.29 0.95 1.35 0.86 0.408 1.14 0.359 0.95 1.10 0.414 No 234 39.53 2.30 0.95 1.35 0.86 0.408 1.14 0.358 0.95 1.10 0.414 No 235 39.70 2.31 0.96 1.36 0.85 0.407 1.14 0.358 0.95 1.10 0.414 No 236 39.86 2.32 0.96 1.36 0.85 0.407 1.14 0.357 0.95 1.10 0.413 No 237 40.03 2.34 0.97 1.37 0.85 0.406 1.14 0.357 0.95 1.10 0.413 No 238 40.19 2.35 0.97 1.37 0.85 0.406 1.14 0.357 0.95 1.10 0.413 No 239 40.35 2.36 0.98 1.38 0.85 0.405 1.14 0.356 0.95 1.10 0.413 No 240 40.52 2.37 0.98 1.38 0.85 0.405 1.14 0.356 0.95 1.10 0.413 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 19 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
241 40.68 2.38 0.99 1.39 0.84 0.404 1.14 0.355 0.95 1.10 0.413 No 242 40.85 2.39 0.99 1.39 0.84 0.404 1.14 0.355 0.95 1.10 0.413 No 243 41.01 2.40 1.00 1.40 0.84 0.404 1.14 0.355 0.95 1.10 0.412 No 244 41.17 2.41 1.00 1.40 0.84 0.403 1.14 0.354 0.95 1.10 0.412 No 245 41.34 2.42 1.01 1.41 0.84 0.403 1.14 0.354 0.94 1.10 0.412 No 246 41.50 2.43 1.01 1.41 0.84 0.402 1.14 0.354 0.94 1.10 0.412 No 247 41.67 2.44 1.02 1.42 0.84 0.402 1.14 0.353 0.94 1.10 0.412 No 248 41.83 2.45 1.02 1.42 0.83 0.401 1.14 0.353 0.94 1.10 0.412 No 249 41.99 2.45 1.03 1.43 0.83 0.401 1.14 0.352 0.94 1.10 0.411 No 250 42.16 2.46 1.03 1.43 0.83 0.400 1.14 0.352 0.94 1.10 0.411 No 251 42.32 2.47 1.04 1.43 0.83 0.400 1.14 0.352 0.94 1.10 0.411 No 252 42.49 2.48 1.04 1.44 0.83 0.400 1.14 0.351 0.94 1.10 0.411 No 253 42.65 2.49 1.05 1.44 0.83 0.399 1.14 0.351 0.94 1.10 0.411 No 254 42.81 2.50 1.06 1.45 0.83 0.399 1.14 0.350 0.94 1.10 0.410 No 255 42.98 2.51 1.06 1.45 0.82 0.398 1.14 0.350 0.94 1.10 0.410 No 256 43.14 2.52 1.07 1.46 0.82 0.398 1.14 0.350 0.94 1.10 0.410 No 257 43.31 2.53 1.07 1.46 0.82 0.397 1.14 0.349 0.94 1.10 0.410 No 258 43.47 2.54 1.08 1.47 0.82 0.397 1.14 0.349 0.94 1.10 0.409 No 259 43.63 2.55 1.08 1.47 0.82 0.396 1.14 0.348 0.94 1.10 0.409 No 260 43.80 2.56 1.09 1.47 0.82 0.396 1.14 0.348 0.94 1.10 0.409 No 261 43.96 2.57 1.09 1.48 0.81 0.395 1.14 0.348 0.94 1.10 0.409 No 262 44.13 2.58 1.10 1.48 0.81 0.395 1.14 0.347 0.93 1.10 0.408 No 263 44.29 2.59 1.10 1.49 0.81 0.394 1.14 0.347 0.93 1.10 0.408 No 264 44.45 2.60 1.11 1.49 0.81 0.394 1.14 0.346 0.93 1.10 0.408 No 265 44.62 2.61 1.11 1.49 0.81 0.393 1.14 0.346 0.93 1.10 0.408 No 266 44.78 2.62 1.12 1.50 0.81 0.393 1.14 0.345 0.93 1.10 0.407 No 267 44.95 2.62 1.12 1.50 0.80 0.393 1.14 0.345 0.93 1.10 0.407 No 268 45.11 2.63 1.13 1.51 0.80 0.392 1.14 0.345 0.93 1.10 0.407 No 269 45.28 2.64 1.13 1.51 0.80 0.392 1.14 0.344 0.93 1.10 0.406 No 270 45.44 2.65 1.14 1.51 0.80 0.391 1.14 0.344 0.93 1.10 0.406 No 271 45.60 2.66 1.14 1.52 0.80 0.391 1.14 0.343 0.93 1.10 0.406 No 272 45.77 2.67 1.15 1.52 0.80 0.390 1.14 0.343 0.93 1.10 0.406 No 273 45.93 2.68 1.15 1.53 0.79 0.389 1.14 0.342 0.93 1.10 0.405 No 274 46.10 2.69 1.16 1.53 0.79 0.389 1.14 0.342 0.93 1.10 0.405 No 275 46.26 2.70 1.16 1.54 0.79 0.388 1.14 0.341 0.93 1.10 0.404 No 276 46.42 2.71 1.17 1.54 0.79 0.388 1.14 0.341 0.93 1.10 0.404 No 277 46.59 2.72 1.17 1.55 0.79 0.387 1.14 0.340 0.93 1.10 0.404 No 278 46.75 2.73 1.18 1.55 0.79 0.387 1.14 0.340 0.93 1.10 0.403 No 279 46.92 2.74 1.18 1.55 0.78 0.386 1.14 0.339 0.93 1.10 0.403 No 280 47.08 2.75 1.19 1.56 0.78 0.386 1.14 0.339 0.93 1.10 0.403 No 281 47.24 2.76 1.19 1.56 0.78 0.385 1.14 0.338 0.93 1.10 0.402 No 282 47.41 2.76 1.20 1.57 0.78 0.384 1.14 0.338 0.92 1.10 0.402 No 283 47.57 2.77 1.20 1.57 0.78 0.384 1.14 0.337 0.92 1.10 0.402 No 284 47.74 2.78 1.21 1.57 0.78 0.383 1.14 0.337 0.92 1.10 0.401 No 285 47.90 2.79 1.21 1.58 0.77 0.383 1.14 0.336 0.92 1.10 0.401 No 286 48.06 2.80 1.22 1.58 0.77 0.382 1.14 0.336 0.92 1.10 0.400 No 287 48.23 2.81 1.22 1.59 0.77 0.381 1.14 0.335 0.92 1.10 0.400 No 288 48.39 2.82 1.23 1.59 0.77 0.381 1.14 0.335 0.92 1.10 0.400 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 20 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
289 48.56 2.83 1.23 1.60 0.77 0.380 1.14 0.334 0.92 1.10 0.399 No 290 48.72 2.84 1.24 1.60 0.77 0.380 1.14 0.334 0.92 1.10 0.399 No 291 48.88 2.85 1.24 1.61 0.76 0.379 1.14 0.333 0.92 1.10 0.398 No 292 49.05 2.86 1.25 1.61 0.76 0.378 1.14 0.332 0.92 1.10 0.398 No 293 49.21 2.87 1.25 1.62 0.76 0.378 1.14 0.332 0.92 1.10 0.397 No 294 49.38 2.88 1.26 1.62 0.76 0.377 1.14 0.331 0.92 1.10 0.397 No 295 49.54 2.89 1.26 1.63 0.76 0.376 1.14 0.331 0.92 1.10 0.397 No 296 49.70 2.90 1.27 1.63 0.76 0.376 1.14 0.330 0.92 1.10 0.396 No 297 49.87 2.91 1.28 1.64 0.75 0.375 1.14 0.330 0.92 1.10 0.396 No 298 50.03 2.92 1.28 1.64 0.75 0.374 1.14 0.329 0.92 1.10 0.395 No 299 50.20 2.93 1.29 1.64 0.75 0.374 1.14 0.329 0.92 1.10 0.395 No Depth:
σv:
u0:
σv':
rd:
CSR:
MSF:
CSReq:
Kσ:
CSR*:
Depth from free surface, at which CPT was performed (ft) Total overburden pressure at test point (tsf)
Water pressure at test point (tsf)
Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor
Cyclic Stress Ratio
Magnitude Scaling Factor
CSR adjusted for M=7.5
Effective overburden stress factor
CSR fully adjusted
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 21 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data ::
Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
1 1.31 18.47 2.39 1.21 0.72 29.56 2.31 68.19 4.000 No No 2.00 2 1.48 16.96 2.47 1.49 0.75 27.12 2.76 74.96 4.000 No No 2.00 3 1.64 14.72 2.61 2.18 0.79 23.50 3.88 91.11 4.000 No Yes 2.00 4 1.80 13.33 2.69 2.60 0.82 21.26 4.65 98.94 4.000 No Yes 2.00 5 1.97 12.18 2.73 2.65 0.83 19.40 5.05 98.04 4.000 No Yes 2.00 6 2.13 11.49 2.69 2.07 0.81 18.28 4.60 84.01 4.000 No Yes 2.00 7 2.30 11.18 2.64 1.63 0.80 17.76 4.14 73.53 4.000 No Yes 2.00 8 2.46 11.05 2.59 1.29 0.79 17.54 3.69 64.81 4.000 No No 2.00 9 2.63 11.41 2.54 1.06 0.77 18.10 3.25 58.87 4.000 No No 2.00 10 2.79 11.90 2.48 0.85 0.75 18.89 2.83 53.37 4.000 No No 2.00 11 2.95 12.79 2.42 0.73 0.73 20.30 2.47 50.21 4.000 No No 2.00 12 3.12 14.05 2.35 0.61 0.71 22.32 2.12 47.40 4.000 No No 2.00 13 3.28 15.73 2.28 0.53 0.69 25.00 1.84 46.00 4.000 No No 2.00 14 3.44 17.43 2.21 0.46 0.67 27.72 1.00 27.72 4.000 No No 2.00 15 3.61 18.63 2.18 0.45 0.66 29.63 1.00 29.63 4.000 No No 2.00 16 3.77 19.69 2.17 0.48 0.66 31.33 1.00 31.33 4.000 No No 2.00 17 3.94 19.98 2.19 0.54 0.66 31.78 1.58 50.27 4.000 No No 2.00 18 4.10 20.31 2.20 0.60 0.67 32.29 1.61 52.04 4.000 No No 2.00 19 4.26 19.91 2.23 0.66 0.68 31.63 1.69 53.37 4.000 No No 2.00 20 4.43 19.84 2.24 0.71 0.68 31.50 1.74 54.68 4.000 No No 2.00 21 4.59 19.56 2.26 0.74 0.69 31.04 1.78 55.34 4.000 No No 2.00 22 4.76 19.72 2.25 0.73 0.68 31.29 1.76 55.09 4.000 No No 2.00 23 4.92 20.35 2.23 0.70 0.68 32.29 1.70 54.88 4.000 No No 2.00 24 5.08 21.69 2.19 0.65 0.67 34.42 1.60 55.00 4.000 No No 2.00 25 5.25 23.37 2.15 0.62 0.65 37.11 1.51 56.08 4.000 No No 2.00 26 5.41 24.88 2.12 0.58 0.64 39.53 1.45 57.13 4.000 No No 2.00 27 5.58 26.37 2.08 0.55 0.63 41.90 1.39 58.41 4.000 No No 2.00 28 5.74 28.42 2.04 0.51 0.62 45.19 1.34 60.73 4.000 No No 2.00 29 5.91 31.51 1.98 0.48 0.60 50.14 1.00 50.14 4.000 No No 2.00 30 6.07 35.15 1.91 0.41 0.58 55.97 1.00 55.97 4.000 No No 2.00 31 6.23 38.56 1.86 0.37 0.57 61.43 1.00 61.43 4.000 No No 2.00 32 6.40 41.16 1.82 0.34 0.55 65.60 1.00 65.60 4.000 No No 2.00 33 6.56 42.78 1.81 0.36 0.55 68.18 1.00 68.18 4.000 No No 2.00 34 6.73 43.16 1.83 0.40 0.56 68.77 1.00 68.77 4.000 No No 2.00 35 6.89 41.96 1.87 0.46 0.57 66.85 1.00 66.85 4.000 No No 2.00 36 7.05 39.31 1.93 0.56 0.59 62.56 1.26 78.70 4.000 No No 2.00 37 7.22 36.04 2.01 0.69 0.61 57.30 1.32 75.47 4.000 No No 2.00 38 7.38 33.75 2.08 0.82 0.63 53.60 1.39 74.41 4.000 No No 2.00 39 7.55 33.49 2.10 0.89 0.64 53.18 1.42 75.50 4.000 No No 2.00 40 7.71 34.75 2.09 0.89 0.63 55.19 1.40 77.22 4.000 No No 2.00 41 7.87 36.40 2.05 0.83 0.62 57.82 1.36 78.62 4.000 No No 2.00 42 8.04 38.58 2.01 0.74 0.61 61.32 1.31 80.44 4.000 No No 2.00 43 8.20 41.46 1.94 0.64 0.59 65.91 1.27 83.42 4.000 No No 2.00 44 8.37 43.50 1.91 0.57 0.58 67.80 1.24 84.16 4.000 No No 2.00 45 8.53 43.39 1.90 0.55 0.58 66.80 1.24 82.83 4.000 No No 2.00 46 8.69 41.04 1.93 0.55 0.59 62.83 1.26 78.95 4.000 No No 2.00 47 8.86 38.24 1.97 0.59 0.60 58.40 1.28 74.99 4.000 No No 2.00 48 9.02 35.58 2.01 0.63 0.61 54.20 1.32 71.44 0.114 No No 0.43 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 22 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
49 9.19 33.57 2.06 0.69 0.63 51.03 1.36 69.46 0.111 No No 0.41 50 9.35 32.63 2.07 0.68 0.63 49.14 1.37 67.55 0.109 No No 0.40 51 9.51 32.89 2.06 0.66 0.63 48.92 1.37 66.95 0.108 No No 0.39 52 9.68 34.32 2.04 0.62 0.62 50.26 1.34 67.43 0.109 No No 0.39 53 9.84 36.11 2.02 0.61 0.61 52.10 1.32 69.02 0.111 No No 0.40 54 10.01 37.22 2.01 0.60 0.61 53.04 1.32 69.75 0.112 No No 0.40 55 10.17 37.38 2.01 0.59 0.61 52.72 1.32 69.36 0.111 No No 0.39 56 10.34 36.69 2.02 0.59 0.61 51.33 1.33 68.05 0.109 No No 0.38 57 10.50 33.96 2.06 0.62 0.63 47.34 1.37 64.71 0.105 No No 0.36 58 10.66 33.90 2.06 0.60 0.63 46.77 1.37 63.89 0.104 No No 0.36 59 10.83 34.12 2.06 0.60 0.63 46.60 1.36 63.60 0.104 No No 0.35 60 10.99 37.18 2.02 0.56 0.61 50.01 1.32 66.24 0.107 No No 0.36 61 11.15 39.11 2.00 0.54 0.61 52.19 1.30 68.04 0.109 No No 0.37 62 11.32 43.22 1.94 0.50 0.59 57.00 1.00 57.00 0.097 No No 0.32 63 11.48 47.91 1.89 0.46 0.58 62.46 1.00 62.46 0.103 No No 0.34 64 11.65 51.77 1.87 0.47 0.57 67.01 1.00 67.01 0.108 No No 0.35 65 11.81 53.18 1.89 0.54 0.57 68.81 1.23 84.58 0.136 No No 0.44 66 11.97 52.99 1.91 0.58 0.58 68.50 1.24 85.03 0.137 No No 0.44 67 12.14 52.11 1.90 0.55 0.58 67.05 1.24 83.10 0.133 No No 0.43 68 12.30 52.01 1.87 0.47 0.57 66.34 1.00 66.34 0.107 No No 0.34 69 12.47 51.56 1.87 0.45 0.57 65.48 1.00 65.48 0.106 No No 0.34 70 12.63 50.45 1.89 0.48 0.57 64.01 1.00 64.01 0.104 No No 0.33 71 12.79 49.06 1.91 0.50 0.58 62.20 1.00 62.20 0.102 No No 0.32 72 12.96 49.09 1.91 0.50 0.58 62.01 1.00 62.01 0.102 No No 0.32 73 13.12 50.56 1.91 0.51 0.58 63.60 1.24 78.94 0.126 No No 0.39 74 13.29 51.89 1.90 0.50 0.58 64.95 1.23 80.20 0.128 No No 0.39 75 13.45 52.88 1.88 0.47 0.57 65.79 1.00 65.79 0.106 No No 0.33 76 13.62 54.37 1.85 0.43 0.56 67.16 1.00 67.16 0.108 No No 0.33 77 13.78 56.49 1.82 0.40 0.55 69.27 1.00 69.27 0.111 No No 0.34 78 13.94 58.54 1.79 0.36 0.55 71.25 1.00 71.25 0.114 No No 0.34 79 14.11 57.93 1.79 0.34 0.55 70.24 1.00 70.24 0.112 No No 0.34 80 14.27 57.50 1.80 0.35 0.55 69.56 1.00 69.56 0.111 No No 0.33 81 14.44 57.53 1.81 0.37 0.55 69.47 1.00 69.47 0.111 No No 0.33 82 14.60 58.65 1.81 0.39 0.55 70.65 1.00 70.65 0.113 No No 0.33 83 14.76 52.39 1.87 0.41 0.57 63.26 1.00 63.26 0.104 No No 0.31 84 14.93 39.14 2.02 0.52 0.61 47.86 1.33 63.44 0.104 No No 0.30 85 15.09 24.64 2.28 0.79 0.69 30.69 1.84 56.44 0.097 No No 0.28 86 15.26 15.44 2.57 1.36 0.78 19.51 3.47 67.72 0.109 No No 0.32 87 15.42 13.10 2.68 1.68 0.81 16.54 4.45 73.61 3.600 No Yes 2.00 88 15.58 15.15 2.59 1.47 0.79 19.01 3.69 70.21 0.112 No No 0.32 89 15.75 19.03 2.45 1.12 0.74 23.61 2.66 62.73 0.103 No No 0.30 90 15.91 22.17 2.39 1.07 0.72 27.34 2.31 63.04 0.103 No No 0.29 91 16.08 22.50 2.42 1.24 0.73 27.74 2.46 68.20 0.110 No No 0.31 92 16.24 21.86 2.49 1.60 0.75 27.04 2.89 78.02 0.124 No No 0.35 93 16.40 21.42 2.54 1.92 0.77 26.52 3.27 86.60 0.140 No No 0.40 94 16.57 21.79 2.58 2.34 0.78 27.01 3.62 97.77 0.167 No No 0.47 95 16.73 25.03 2.56 2.58 0.78 30.97 3.46 107.16 0.194 No No 0.54 96 16.90 30.12 2.51 2.62 0.76 37.07 3.05 112.90 0.214 No No 0.60 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 23 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
97 17.06 36.90 2.43 2.50 0.74 45.04 2.56 115.11 0.222 No No 0.62 98 17.22 55.27 2.22 1.83 0.67 66.08 1.66 109.74 0.203 No No 0.56 99 17.39 83.19 1.99 1.28 0.60 97.09 1.30 126.09 0.266 No No 0.74 100 17.55 109.57 1.84 1.01 0.56 125.63 1.19 149.69 0.392 No No 1.08 101 17.72 114.88 1.83 1.01 0.56 131.07 1.18 154.51 0.423 No No 1.16 102 17.88 100.73 1.93 1.26 0.59 115.62 1.26 145.33 0.365 No No 1.00 103 18.05 79.96 2.14 2.00 0.65 93.11 1.48 137.72 0.323 No No 0.88 104 18.21 72.59 2.27 2.82 0.69 85.19 1.82 155.47 0.429 No No 1.17 105 18.37 84.33 2.26 3.14 0.69 98.59 1.80 177.45 0.600 No No 1.63 106 18.54 113.88 2.12 2.61 0.65 131.08 1.46 190.76 0.726 No No 1.97 107 18.70 129.48 2.07 2.45 0.63 147.74 1.38 203.34 4.000 No No 2.00 108 18.86 114.36 2.14 2.70 0.65 130.55 1.48 192.83 0.747 No No 2.00 109 19.03 76.52 2.36 3.85 0.72 88.34 2.19 193.20 0.751 No No 2.00 110 19.19 42.83 2.71 6.82 0.82 50.17 4.82 241.93 3.600 No Yes 2.00 111 19.36 29.03 2.95 10.01 0.89 34.08 7.92 269.79 3.600 No Yes 2.00 112 19.52 27.23 2.99 11.07 1.00 32.66 8.65 282.46 3.600 No Yes 2.00 113 19.68 28.50 2.96 10.50 1.00 34.00 8.17 277.94 3.600 No Yes 2.00 114 19.85 29.18 2.94 9.78 0.89 33.63 7.86 264.17 3.600 No Yes 2.00 115 20.01 27.48 2.93 8.82 0.89 31.38 7.65 240.11 3.600 No Yes 2.00 116 20.18 27.39 2.85 6.78 0.86 30.90 6.51 201.28 3.600 No Yes 2.00 117 20.34 28.39 2.75 5.01 0.83 31.67 5.26 166.58 3.600 No Yes 2.00 118 20.50 30.88 2.66 3.96 0.80 34.15 4.26 145.57 3.600 No Yes 2.00 119 20.67 34.18 2.58 3.42 0.78 37.56 3.61 135.43 0.311 No No 0.82 120 20.83 38.12 2.51 3.03 0.76 41.64 3.08 128.08 0.275 No No 0.72 121 21.00 38.83 2.51 3.02 0.76 42.23 3.03 128.16 0.276 No No 0.72 122 21.16 34.22 2.61 3.67 0.79 37.13 3.81 141.48 3.600 No Yes 2.00 123 21.32 25.97 2.80 5.27 0.85 28.09 5.89 165.39 3.600 No Yes 2.00 124 21.49 19.86 2.99 7.50 1.00 21.72 8.61 187.03 3.600 No Yes 2.00 125 21.65 21.21 2.96 7.00 0.89 22.66 8.06 182.62 3.600 No Yes 2.00 126 21.82 30.69 2.74 5.00 0.83 32.81 5.13 168.15 3.600 No Yes 2.00 127 21.98 36.29 2.68 4.83 0.81 38.71 4.48 173.22 3.600 No Yes 2.00 128 22.15 33.86 2.74 5.54 0.83 35.98 5.16 185.70 3.600 No Yes 2.00 129 22.31 25.23 2.91 7.06 0.88 26.57 7.34 195.09 3.600 No Yes 2.00 130 22.47 23.15 2.89 5.94 0.87 24.11 7.02 169.23 3.600 No Yes 2.00 131 22.64 25.01 2.79 4.64 0.85 25.91 5.74 148.68 3.600 No Yes 2.00 132 22.80 35.49 2.56 3.08 0.78 36.73 3.41 125.43 0.264 No No 0.68 133 22.97 51.25 2.33 2.11 0.71 52.85 2.05 108.47 0.199 No No 0.51 134 23.13 65.18 2.16 1.53 0.66 66.80 1.53 102.11 0.179 No No 0.46 135 23.29 63.11 2.16 1.45 0.66 64.40 1.53 98.29 0.168 No No 0.43 136 23.46 48.03 2.35 2.07 0.71 48.91 2.13 104.42 0.186 No No 0.48 137 23.62 31.40 2.70 4.29 0.82 31.84 4.73 150.60 3.600 No Yes 2.00 138 23.79 21.98 3.04 9.04 1.00 22.29 9.47 211.12 3.600 No Yes 2.00 139 23.95 19.15 3.24 14.87 1.00 19.13 13.73 262.52 3.600 No Yes 2.00 140 24.11 22.36 3.22 15.94 1.00 22.44 13.16 295.27 3.600 No Yes 2.00 141 24.28 30.51 3.05 12.65 1.00 30.94 9.69 299.83 3.600 No Yes 2.00 142 24.44 36.82 2.88 8.81 0.87 36.89 6.95 256.44 3.600 No Yes 2.00 143 24.61 40.05 2.70 5.41 0.82 39.83 4.75 189.12 3.600 No Yes 2.00 144 24.77 41.73 2.50 2.89 0.76 41.13 3.01 123.69 0.256 No No 0.65 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 24 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
145 24.93 46.02 2.38 2.09 0.72 45.17 2.27 102.75 0.181 No No 0.46 146 25.10 50.57 2.35 2.08 0.71 49.55 2.12 105.15 0.188 No No 0.48 147 25.26 51.86 2.37 2.30 0.72 50.69 2.22 112.68 0.213 No No 0.54 148 25.43 50.72 2.39 2.39 0.72 49.37 2.32 114.55 0.220 No No 0.55 149 25.59 47.63 2.45 2.77 0.74 46.18 2.68 123.97 0.257 No No 0.65 150 25.75 42.82 2.50 2.89 0.76 41.25 3.00 123.60 0.256 No No 0.64 151 25.92 38.12 2.57 3.18 0.78 36.47 3.51 127.96 0.275 No No 0.69 152 26.08 35.62 2.61 3.35 0.79 33.88 3.84 129.96 3.600 No Yes 2.00 153 26.25 36.45 2.64 3.83 0.80 34.57 4.13 142.91 3.600 No Yes 2.00 154 26.41 35.40 2.71 4.59 0.82 33.43 4.78 159.75 3.600 No Yes 2.00 155 26.57 33.16 2.77 5.25 0.84 31.11 5.49 170.66 3.600 No Yes 2.00 156 26.74 26.72 2.90 6.45 0.88 24.72 7.26 179.53 3.600 No Yes 2.00 157 26.90 21.75 3.02 7.49 1.00 19.84 9.09 180.27 3.600 No Yes 2.00 158 27.07 17.49 3.13 8.39 1.00 15.58 11.17 174.04 3.600 No Yes 2.00 159 27.23 16.89 3.11 7.54 1.00 14.92 10.81 161.36 3.600 No Yes 2.00 160 27.39 17.74 3.02 5.76 1.00 15.67 9.06 141.99 3.600 No Yes 2.00 161 27.56 19.19 2.88 3.95 0.87 16.95 6.98 118.36 3.600 No Yes 2.00 162 27.72 20.57 2.73 2.45 0.83 18.20 5.07 92.35 3.600 No Yes 2.00 163 27.89 24.83 2.53 1.44 0.77 22.18 3.21 71.26 0.114 No No 0.28 164 28.05 37.01 2.24 0.78 0.68 33.66 1.72 57.94 0.098 No No 0.24 165 28.21 52.16 2.03 0.56 0.62 47.92 1.34 64.14 0.105 No No 0.26 166 28.38 59.71 1.95 0.48 0.59 54.93 1.00 54.93 0.095 No No 0.24 167 28.54 55.33 2.01 0.56 0.61 50.67 1.32 66.76 0.108 No No 0.27 168 28.71 44.81 2.21 0.95 0.67 40.62 1.65 66.89 0.108 No No 0.27 169 28.87 36.89 2.48 2.03 0.75 33.04 2.83 93.45 0.156 No No 0.39 170 29.04 31.36 2.75 4.36 0.83 27.72 5.27 145.98 3.600 No Yes 2.00 171 29.20 27.91 2.96 7.66 1.00 24.32 8.15 198.17 3.600 No Yes 2.00 172 29.36 26.98 3.07 10.36 1.00 23.34 10.01 233.58 3.600 No Yes 2.00 173 29.53 30.16 3.02 10.04 1.00 26.13 9.22 240.81 3.600 No Yes 2.00 174 29.69 34.28 2.93 8.34 0.89 29.87 7.60 227.05 3.600 No Yes 2.00 175 29.86 36.27 2.84 6.71 0.86 31.59 6.38 201.54 3.600 No Yes 2.00 176 30.02 35.33 2.80 5.72 0.85 30.62 5.87 179.68 3.600 No Yes 2.00 177 30.18 32.51 2.80 5.21 0.85 27.93 5.87 163.86 3.600 No Yes 2.00 178 30.35 30.62 2.81 4.99 0.85 26.11 5.98 156.01 3.600 No Yes 2.00 179 30.51 29.09 2.84 5.22 0.86 24.61 6.40 157.41 3.600 No Yes 2.00 180 30.68 29.70 2.85 5.40 0.86 25.06 6.45 161.73 3.600 No Yes 2.00 181 30.84 31.68 2.83 5.43 0.86 26.74 6.20 165.85 3.600 No Yes 2.00 182 31.00 36.66 2.73 4.65 0.83 31.12 5.07 157.65 3.600 No Yes 2.00 183 31.17 45.07 2.58 3.53 0.78 38.60 3.61 139.32 0.331 No No 0.81 184 31.33 49.32 2.49 2.80 0.75 42.33 2.88 121.82 0.248 No No 0.61 185 31.50 49.61 2.45 2.49 0.74 42.49 2.66 112.95 0.214 No No 0.52 186 31.66 50.64 2.42 2.30 0.73 43.29 2.49 107.73 0.196 No No 0.48 187 31.82 66.54 2.28 1.96 0.69 57.42 1.86 107.06 0.194 No No 0.47 188 31.99 105.26 2.09 1.68 0.63 91.98 1.40 128.97 0.279 No No 0.68 189 32.15 152.62 1.96 1.61 0.60 134.22 1.28 171.27 0.547 No No 1.34 190 32.32 193.84 1.85 1.44 0.56 170.99 1.20 205.49 4.000 No No 2.00 191 32.48 213.18 1.80 1.33 0.55 188.03 1.15 216.69 4.000 No No 2.00 192 32.64 218.38 1.79 1.32 0.55 192.20 1.14 219.60 4.000 No No 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 25 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
193 32.81 212.89 1.85 1.53 0.56 186.45 1.20 223.39 4.000 No No 2.00 194 32.97 201.32 1.92 1.83 0.59 175.24 1.25 219.47 4.000 No No 2.00 195 33.14 189.26 1.92 1.70 0.58 164.21 1.25 205.07 4.000 No No 2.00 196 33.30 182.98 1.86 1.39 0.57 158.62 1.21 192.05 0.739 No No 1.80 197 33.47 184.02 1.73 0.90 0.53 160.04 1.04 166.53 0.510 No No 1.24 198 33.63 186.81 1.67 0.74 0.51 162.54 1.00 162.54 0.479 No No 1.16 199 33.79 187.43 1.66 0.73 0.51 162.75 1.00 162.75 0.481 No No 1.17 200 33.96 183.42 1.72 0.87 0.52 158.47 1.03 163.02 0.483 No No 1.17 201 34.12 175.90 1.79 1.04 0.54 151.06 1.14 172.04 0.554 No No 1.34 202 34.28 165.98 1.83 1.12 0.56 141.83 1.18 167.92 0.520 No No 1.26 203 34.45 158.47 1.83 1.05 0.56 135.02 1.18 159.44 0.457 No No 1.11 204 34.61 154.51 1.81 0.96 0.55 131.42 1.16 152.74 0.411 No No 1.00 205 34.78 155.87 1.77 0.84 0.54 132.56 1.11 147.52 0.379 No No 0.92 206 34.94 159.33 1.73 0.76 0.53 135.50 1.05 142.60 0.350 No No 0.85 207 35.10 166.53 1.69 0.68 0.51 141.74 1.00 141.74 0.345 No No 0.83 208 35.27 167.54 1.70 0.71 0.52 142.21 1.00 142.21 0.347 No No 0.84 209 35.43 159.67 1.78 0.89 0.54 134.55 1.13 151.62 0.404 No No 0.98 210 35.60 156.70 1.84 1.06 0.56 131.26 1.19 156.39 0.436 No No 1.05 211 35.76 181.13 1.75 0.91 0.53 152.47 1.08 164.45 0.494 No No 1.19 212 35.92 234.84 1.58 0.69 0.50 199.03 1.00 199.03 0.813 No No 1.96 213 36.09 299.91 1.43 0.53 0.50 254.13 1.00 254.13 4.000 No No 2.00 214 36.25 349.29 1.38 0.53 0.50 295.65 1.00 295.65 4.000 No No 2.00 215 36.42 370.40 1.39 0.58 0.50 312.94 1.00 312.94 4.000 No No 2.00 216 36.58 363.58 1.45 0.69 0.50 306.48 1.00 306.48 4.000 No No 2.00 217 36.74 348.73 1.47 0.71 0.50 293.24 1.00 293.24 4.000 No No 2.00 218 36.91 339.35 1.44 0.64 0.50 284.70 1.00 284.70 4.000 No No 2.00 219 37.07 338.65 1.38 0.52 0.50 283.53 1.00 283.53 4.000 No No 2.00 220 37.24 341.33 1.39 0.53 0.50 285.19 1.00 285.19 4.000 No No 2.00 221 37.40 348.75 1.42 0.60 0.50 290.82 1.00 290.82 4.000 No No 2.00 222 37.57 342.84 1.47 0.70 0.50 285.25 1.00 285.25 4.000 No No 2.00 223 37.73 342.66 1.50 0.75 0.50 284.50 1.00 284.50 4.000 No No 2.00 224 37.89 341.09 1.50 0.76 0.50 282.58 1.00 282.58 4.000 No No 2.00 225 38.06 358.39 1.44 0.65 0.50 296.39 1.00 296.39 4.000 No No 2.00 226 38.22 372.99 1.31 0.44 0.50 307.92 1.00 307.92 4.000 No No 2.00 227 38.39 391.40 1.21 0.33 0.50 322.58 1.00 322.58 4.000 No No 2.00 228 38.55 408.33 1.18 0.31 0.50 335.97 1.00 335.97 4.000 No No 2.00 229 38.71 421.40 1.22 0.37 0.50 346.10 1.00 346.10 4.000 No No 2.00 230 38.88 427.31 1.23 0.39 0.50 350.28 1.00 350.28 4.000 No No 2.00 231 39.04 418.90 1.23 0.39 0.50 342.68 1.00 342.68 4.000 No No 2.00 232 39.21 401.54 1.27 0.41 0.50 327.75 1.00 327.75 4.000 No No 2.00 233 39.37 389.68 1.30 0.44 0.50 317.40 1.00 317.40 4.000 No No 2.00 234 39.53 393.48 1.28 0.42 0.50 319.88 1.00 319.88 4.000 No No 2.00 235 39.70 408.36 1.26 0.41 0.50 331.40 1.00 331.40 4.000 No No 2.00 236 39.86 418.10 1.25 0.40 0.50 338.70 1.00 338.70 4.000 No No 2.00 237 40.03 402.57 1.27 0.42 0.50 325.42 1.00 325.42 4.000 No No 2.00 238 40.19 338.71 1.37 0.47 0.50 272.98 1.00 272.98 4.000 No No 2.00 239 40.35 235.90 1.56 0.62 0.50 189.19 1.00 189.19 0.710 No No 1.72 240 40.52 139.85 1.87 0.96 0.57 108.80 1.22 132.37 0.296 No No 0.72 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 26 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
241 40.68 78.81 2.21 1.54 0.67 58.47 1.64 95.82 0.162 No No 0.39 242 40.85 53.51 2.42 1.98 0.73 38.24 2.49 95.13 0.160 No No 0.39 243 41.01 38.50 2.63 2.65 0.80 26.41 3.98 105.10 3.600 No Yes 2.00 244 41.17 32.89 2.73 3.15 0.83 22.01 5.08 111.80 3.600 No Yes 2.00 245 41.34 32.73 2.79 3.84 0.85 21.71 5.78 125.55 3.600 No Yes 2.00 246 41.50 32.94 2.82 4.20 0.85 21.73 6.10 132.49 3.600 No Yes 2.00 247 41.67 33.03 2.84 4.53 0.86 21.68 6.38 138.39 3.600 No Yes 2.00 248 41.83 30.19 2.88 4.61 0.87 19.53 6.92 135.21 3.600 No Yes 2.00 249 41.99 27.66 2.90 4.44 0.88 17.65 7.25 128.02 3.600 No Yes 2.00 250 42.16 25.19 2.92 4.18 0.89 15.84 7.55 119.58 3.600 No Yes 2.00 251 42.32 23.43 2.92 3.75 0.88 14.57 7.54 109.82 3.600 No Yes 2.00 252 42.49 21.95 2.96 3.68 1.00 12.97 8.08 104.79 3.600 No Yes 2.00 253 42.65 19.74 3.02 4.01 1.00 11.46 9.17 105.06 3.600 No Yes 2.00 254 42.81 18.07 3.11 4.94 1.00 10.31 10.90 112.38 3.600 No Yes 2.00 255 42.98 17.26 3.17 5.76 1.00 9.74 12.17 118.51 3.600 No Yes 2.00 256 43.14 17.90 3.16 5.64 1.00 10.13 11.76 119.11 3.600 No Yes 2.00 257 43.31 18.53 3.13 5.27 1.00 10.51 11.12 116.83 3.600 No Yes 2.00 258 43.47 17.92 3.14 5.21 1.00 10.07 11.35 114.26 3.600 No Yes 2.00 259 43.63 16.35 3.19 5.49 1.00 9.01 12.47 112.33 3.600 No Yes 2.00 260 43.80 14.65 3.25 5.81 1.00 7.87 13.92 109.52 3.600 No Yes 2.00 261 43.96 13.79 3.28 5.89 1.00 7.29 14.67 106.89 3.600 No Yes 2.00 262 44.13 14.30 3.24 5.37 1.00 7.59 13.72 104.11 3.600 No Yes 2.00 263 44.29 15.62 3.17 4.75 1.00 8.41 12.15 102.22 3.600 No Yes 2.00 264 44.45 17.01 3.11 4.22 1.00 9.28 10.79 100.22 3.600 No Yes 2.00 265 44.62 17.46 3.08 3.92 1.00 9.54 10.24 97.71 3.600 No Yes 2.00 266 44.78 17.37 3.07 3.66 1.00 9.45 9.96 94.19 3.600 No Yes 2.00 267 44.95 17.72 3.03 3.22 1.00 9.64 9.25 89.23 3.600 No Yes 2.00 268 45.11 19.60 2.92 2.66 0.89 11.31 7.55 85.42 3.600 No Yes 2.00 269 45.28 20.08 2.91 2.64 0.88 11.61 7.37 85.65 3.600 No Yes 2.00 270 45.44 19.26 2.98 3.02 1.00 10.53 8.45 88.95 3.600 No Yes 2.00 271 45.60 16.65 3.11 3.97 1.00 8.84 10.82 95.70 3.600 No Yes 2.00 272 45.77 14.60 3.27 5.92 1.00 7.53 14.42 108.50 3.600 No Yes 2.00 273 45.93 13.54 3.38 7.82 1.00 6.83 17.38 118.65 3.600 No Yes 2.00 274 46.10 12.55 3.48 10.11 1.00 6.18 20.72 128.15 3.600 No Yes 2.00 275 46.26 12.25 3.51 10.64 1.00 5.97 21.64 129.22 3.600 No Yes 2.00 276 46.42 12.16 3.51 10.58 1.00 5.90 21.74 128.17 3.600 No Yes 2.00 277 46.59 14.36 3.36 7.73 1.00 7.24 16.71 120.95 3.600 No Yes 2.00 278 46.75 18.41 3.13 4.95 1.00 9.73 11.31 110.02 3.600 No Yes 2.00 279 46.92 23.48 2.90 3.08 0.88 13.52 7.16 96.78 3.600 No Yes 2.00 280 47.08 27.23 2.76 2.32 0.84 16.20 5.38 87.16 3.600 No Yes 2.00 281 47.24 29.00 2.69 1.91 0.81 17.49 4.56 79.70 3.600 No Yes 2.00 282 47.41 30.22 2.63 1.66 0.80 18.38 4.06 74.67 3.600 No Yes 2.00 283 47.57 32.02 2.58 1.47 0.78 19.68 3.59 70.69 0.113 No No 0.28 284 47.74 34.99 2.54 1.44 0.77 21.75 3.27 71.02 0.113 No No 0.28 285 47.90 36.82 2.55 1.63 0.77 22.90 3.34 76.60 0.122 No No 0.30 286 48.06 37.03 2.62 2.14 0.79 22.77 3.93 89.50 3.600 No Yes 2.00 287 48.23 35.55 2.72 2.84 0.82 21.46 4.87 104.44 3.600 No Yes 2.00 288 48.39 33.76 2.80 3.54 0.85 20.01 5.84 116.77 3.600 No Yes 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 27 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt Ic
(tsf)
Fr Qtn Kc
(%)
n Qtn,cs CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
FS
289 48.56 32.72 2.83 3.71 0.86 19.21 6.18 118.67 3.600 No Yes 2.00 290 48.72 32.75 2.81 3.54 0.85 19.21 6.01 115.51 3.600 No Yes 2.00 291 48.88 34.52 2.76 3.20 0.84 20.43 5.42 110.67 3.600 No Yes 2.00 292 49.05 38.76 2.69 2.85 0.81 23.35 4.58 106.87 3.600 No Yes 2.00 293 49.21 43.87 2.61 2.53 0.79 26.90 3.82 102.66 3.600 No Yes 2.00 294 49.38 50.18 2.51 2.18 0.76 31.37 3.08 96.61 0.164 No No 0.41 295 49.54 57.58 2.41 1.82 0.73 36.72 2.44 89.69 0.147 No No 0.37 296 49.70 71.83 2.25 1.38 0.68 47.24 1.76 83.19 0.134 No No 0.34 297 49.87 78.47 2.18 1.19 0.66 52.22 1.57 81.78 0.131 No No 0.33 298 50.03 74.13 2.21 1.24 0.67 48.89 1.65 80.58 0.129 No No 0.33 299 50.20 61.76 2.34 1.51 0.71 39.60 2.07 82.14 0.132 No No 0.33 Abbreviations
Depth:
qt:
Ic:
Fr:
n:
Qtn:
Kc:
Qtn,cs:
CRR7.5:
FS:
Depth from free surface, at which CPT was performed (ft) Total cone resistance
Soil behavior type index
Normalized friction ratio (%)
Stress exponent
Normalized cone resistance
Cone resistance correction factor due to fines
Normalized and adjusted cone resistance
Cyclic resistance ratio for Mw=7.5
Factor of safety against soil liquefaction
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 28 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::
Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
1.31 2.00 0.00 0.00 0.16 0.00 1.48 2.00 0.00 0.00 0.16 0.00
1.64 2.00 0.00 0.00 0.16 0.00 1.80 2.00 0.00 0.00 0.16 0.00
1.97 2.00 0.00 0.00 0.17 0.00 2.13 2.00 0.00 0.00 0.16 0.00
2.30 2.00 0.00 0.00 0.16 0.00 2.46 2.00 0.00 0.00 0.16 0.00
2.63 2.00 0.00 0.00 0.16 0.00 2.79 2.00 0.00 0.00 0.16 0.00
2.95 2.00 0.00 0.00 0.16 0.00 3.12 2.00 0.00 0.00 0.16 0.00
3.28 2.00 0.00 0.00 0.16 0.00 3.44 2.00 0.00 0.00 0.16 0.00
3.61 2.00 0.00 0.00 0.16 0.00 3.77 2.00 0.00 0.00 0.16 0.00
3.94 2.00 0.00 0.00 0.16 0.00 4.10 2.00 0.00 0.00 0.16 0.00
4.26 2.00 0.00 0.00 0.16 0.00 4.43 2.00 0.00 0.00 0.16 0.00
4.59 2.00 0.00 0.00 0.16 0.00 4.76 2.00 0.00 0.00 0.16 0.00
4.92 2.00 0.00 0.00 0.16 0.00 5.08 2.00 0.00 0.00 0.16 0.00
5.25 2.00 0.00 0.00 0.16 0.00 5.41 2.00 0.00 0.00 0.16 0.00
5.58 2.00 0.00 0.00 0.16 0.00 5.74 2.00 0.00 0.00 0.16 0.00
5.91 2.00 0.00 0.00 0.17 0.00 6.07 2.00 0.00 0.00 0.16 0.00
6.23 2.00 0.00 0.00 0.16 0.00 6.40 2.00 0.00 0.00 0.16 0.00
6.56 2.00 0.00 0.00 0.16 0.00 6.73 2.00 0.00 0.00 0.16 0.00
6.89 2.00 0.00 0.00 0.16 0.00 7.05 2.00 0.00 0.00 0.16 0.00
7.22 2.00 0.00 0.00 0.16 0.00 7.38 2.00 0.00 0.00 0.16 0.00
7.55 2.00 0.00 0.00 0.16 0.00 7.71 2.00 0.00 0.00 0.16 0.00
7.87 2.00 0.00 0.00 0.16 0.00 8.04 2.00 0.00 0.00 0.16 0.00
8.20 2.00 0.00 0.00 0.16 0.00 8.37 2.00 0.00 0.00 0.16 0.00
8.53 2.00 0.00 0.00 0.16 0.00 8.69 2.00 0.00 0.00 0.16 0.00
8.86 2.00 0.00 0.00 0.16 0.00 9.02 0.43 0.57 0.41 0.16 0.25
9.19 0.41 0.59 0.40 0.16 0.25 9.35 0.40 0.60 0.39 0.16 0.26
9.51 0.39 0.61 0.38 0.16 0.26 9.68 0.39 0.61 0.38 0.16 0.26
9.84 0.40 0.60 0.38 0.16 0.26 10.01 0.40 0.60 0.38 0.16 0.26
10.17 0.39 0.61 0.38 0.16 0.26 10.34 0.38 0.62 0.37 0.16 0.26
10.50 0.36 0.64 0.36 0.16 0.27 10.66 0.36 0.64 0.36 0.16 0.27
10.83 0.35 0.65 0.35 0.16 0.27 10.99 0.36 0.64 0.36 0.16 0.27
11.15 0.37 0.63 0.36 0.16 0.26 11.32 0.32 0.68 0.34 0.16 0.28
11.48 0.34 0.66 0.34 0.16 0.27 11.65 0.35 0.65 0.35 0.16 0.27
11.81 0.44 0.56 0.42 0.16 0.23 11.97 0.44 0.56 0.42 0.16 0.23
12.14 0.43 0.57 0.41 0.16 0.23 12.30 0.34 0.66 0.35 0.16 0.27
12.47 0.34 0.66 0.34 0.16 0.27 12.63 0.33 0.67 0.34 0.16 0.27
12.79 0.32 0.68 0.33 0.16 0.27 12.96 0.32 0.68 0.33 0.16 0.27
13.12 0.39 0.61 0.38 0.16 0.24 13.29 0.39 0.61 0.38 0.16 0.24
13.45 0.33 0.67 0.34 0.16 0.27 13.62 0.33 0.67 0.34 0.16 0.27
13.78 0.34 0.66 0.34 0.16 0.26 13.94 0.34 0.66 0.35 0.16 0.26
14.11 0.34 0.66 0.34 0.16 0.26 14.27 0.33 0.67 0.34 0.16 0.26
14.44 0.33 0.67 0.34 0.16 0.26 14.60 0.33 0.67 0.34 0.16 0.26
14.76 0.31 0.69 0.33 0.16 0.27 14.93 0.30 0.70 0.32 0.16 0.27
15.09 0.28 0.72 0.31 0.16 0.28 15.26 0.32 0.68 0.33 0.16 0.26
15.42 2.00 0.00 0.00 0.16 0.00 15.58 0.32 0.68 0.34 0.16 0.26
15.75 0.30 0.70 0.32 0.16 0.27 15.91 0.29 0.71 0.32 0.16 0.27
16.08 0.31 0.69 0.33 0.16 0.26 16.24 0.35 0.65 0.35 0.16 0.24
16.40 0.40 0.60 0.38 0.16 0.23 16.57 0.47 0.53 0.45 0.16 0.20
16.73 0.54 0.46 0.54 0.16 0.17 16.90 0.60 0.40 0.62 0.16 0.15 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 29 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data :: (continued) Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
17.06 0.62 0.38 0.67 0.16 0.14 17.22 0.56 0.44 0.56 0.16 0.16
17.39 0.74 0.00 0.00 0.16 0.10 17.55 1.08 0.00 0.00 0.16 0.00
17.72 1.16 0.00 0.00 0.16 0.00 17.88 1.00 0.00 0.00 0.16 0.00
18.05 0.88 0.00 0.00 0.16 0.04 18.21 1.17 0.00 0.00 0.16 0.00
18.37 1.63 0.00 0.00 0.16 0.00 18.54 1.97 0.00 0.00 0.16 0.00
18.70 2.00 0.00 0.00 0.16 0.00 18.86 2.00 0.00 0.00 0.16 0.00
19.03 2.00 0.00 0.00 0.16 0.00 19.19 2.00 0.00 0.00 0.16 0.00
19.36 2.00 0.00 0.00 0.16 0.00 19.52 2.00 0.00 0.00 0.16 0.00
19.68 2.00 0.00 0.00 0.16 0.00 19.85 2.00 0.00 0.00 0.16 0.00
20.01 2.00 0.00 0.00 0.16 0.00 20.18 2.00 0.00 0.00 0.16 0.00
20.34 2.00 0.00 0.00 0.16 0.00 20.50 2.00 0.00 0.00 0.16 0.00
20.67 0.82 0.00 0.00 0.16 0.06 20.83 0.72 0.28 1.03 0.16 0.09
21.00 0.72 0.28 1.03 0.16 0.09 21.16 2.00 0.00 0.00 0.16 0.00
21.32 2.00 0.00 0.00 0.16 0.00 21.49 2.00 0.00 0.00 0.16 0.00
21.65 2.00 0.00 0.00 0.16 0.00 21.82 2.00 0.00 0.00 0.16 0.00
21.98 2.00 0.00 0.00 0.16 0.00 22.15 2.00 0.00 0.00 0.16 0.00
22.31 2.00 0.00 0.00 0.16 0.00 22.47 2.00 0.00 0.00 0.16 0.00
22.64 2.00 0.00 0.00 0.16 0.00 22.80 0.68 0.32 0.84 0.16 0.10
22.97 0.51 0.49 0.49 0.16 0.16 23.13 0.46 0.54 0.44 0.16 0.18
23.29 0.43 0.57 0.41 0.16 0.18 23.46 0.48 0.52 0.45 0.16 0.17
23.62 2.00 0.00 0.00 0.16 0.00 23.79 2.00 0.00 0.00 0.16 0.00
23.95 2.00 0.00 0.00 0.16 0.00 24.11 2.00 0.00 0.00 0.16 0.00
24.28 2.00 0.00 0.00 0.16 0.00 24.44 2.00 0.00 0.00 0.16 0.00
24.61 2.00 0.00 0.00 0.16 0.00 24.77 0.65 0.35 0.74 0.16 0.11
24.93 0.46 0.54 0.43 0.16 0.17 25.10 0.48 0.52 0.45 0.16 0.16
25.26 0.54 0.46 0.53 0.16 0.14 25.43 0.55 0.45 0.55 0.16 0.14
25.59 0.65 0.35 0.74 0.16 0.11 25.75 0.64 0.36 0.73 0.16 0.11
25.92 0.69 0.31 0.88 0.16 0.09 26.08 2.00 0.00 0.00 0.16 0.00
26.25 2.00 0.00 0.00 0.16 0.00 26.41 2.00 0.00 0.00 0.16 0.00
26.57 2.00 0.00 0.00 0.16 0.00 26.74 2.00 0.00 0.00 0.16 0.00
26.90 2.00 0.00 0.00 0.16 0.00 27.07 2.00 0.00 0.00 0.16 0.00
27.23 2.00 0.00 0.00 0.16 0.00 27.39 2.00 0.00 0.00 0.16 0.00
27.56 2.00 0.00 0.00 0.16 0.00 27.72 2.00 0.00 0.00 0.16 0.00
27.89 0.28 0.72 0.31 0.16 0.21 28.05 0.24 0.76 0.30 0.16 0.22
28.21 0.26 0.74 0.30 0.16 0.21 28.38 0.24 0.76 0.29 0.16 0.22
28.54 0.27 0.73 0.31 0.16 0.21 28.71 0.27 0.73 0.31 0.16 0.21
28.87 0.39 0.61 0.38 0.16 0.17 29.04 2.00 0.00 0.00 0.16 0.00
29.20 2.00 0.00 0.00 0.16 0.00 29.36 2.00 0.00 0.00 0.16 0.00
29.53 2.00 0.00 0.00 0.16 0.00 29.69 2.00 0.00 0.00 0.16 0.00
29.86 2.00 0.00 0.00 0.16 0.00 30.02 2.00 0.00 0.00 0.16 0.00
30.18 2.00 0.00 0.00 0.16 0.00 30.35 2.00 0.00 0.00 0.16 0.00
30.51 2.00 0.00 0.00 0.16 0.00 30.68 2.00 0.00 0.00 0.16 0.00
30.84 2.00 0.00 0.00 0.16 0.00 31.00 2.00 0.00 0.00 0.16 0.00
31.17 0.81 0.00 0.00 0.16 0.05 31.33 0.61 0.39 0.65 0.16 0.10
31.50 0.52 0.48 0.51 0.16 0.12 31.66 0.48 0.52 0.46 0.16 0.13
31.82 0.47 0.53 0.45 0.16 0.14 31.99 0.68 0.32 0.85 0.16 0.08
32.15 1.34 0.00 0.00 0.16 0.00 32.32 2.00 0.00 0.00 0.16 0.00
32.48 2.00 0.00 0.00 0.16 0.00 32.64 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 30 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data :: (continued) Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
32.81 2.00 0.00 0.00 0.16 0.00 32.97 2.00 0.00 0.00 0.16 0.00
33.14 2.00 0.00 0.00 0.16 0.00 33.30 1.80 0.00 0.00 0.16 0.00
33.47 1.24 0.00 0.00 0.16 0.00 33.63 1.16 0.00 0.00 0.16 0.00
33.79 1.17 0.00 0.00 0.16 0.00 33.96 1.17 0.00 0.00 0.16 0.00
34.12 1.34 0.00 0.00 0.16 0.00 34.28 1.26 0.00 0.00 0.16 0.00
34.45 1.11 0.00 0.00 0.16 0.00 34.61 1.00 0.00 0.00 0.16 0.00
34.78 0.92 0.00 0.00 0.16 0.02 34.94 0.85 0.00 0.00 0.16 0.04
35.10 0.83 0.00 0.00 0.16 0.04 35.27 0.84 0.00 0.00 0.16 0.04
35.43 0.98 0.00 0.00 0.16 0.01 35.60 1.05 0.00 0.00 0.16 0.00
35.76 1.19 0.00 0.00 0.16 0.00 35.92 1.96 0.00 0.00 0.16 0.00
36.09 2.00 0.00 0.00 0.16 0.00 36.25 2.00 0.00 0.00 0.16 0.00
36.42 2.00 0.00 0.00 0.16 0.00 36.58 2.00 0.00 0.00 0.16 0.00
36.74 2.00 0.00 0.00 0.16 0.00 36.91 2.00 0.00 0.00 0.16 0.00
37.07 2.00 0.00 0.00 0.16 0.00 37.24 2.00 0.00 0.00 0.16 0.00
37.40 2.00 0.00 0.00 0.16 0.00 37.57 2.00 0.00 0.00 0.16 0.00
37.73 2.00 0.00 0.00 0.16 0.00 37.89 2.00 0.00 0.00 0.16 0.00
38.06 2.00 0.00 0.00 0.16 0.00 38.22 2.00 0.00 0.00 0.16 0.00
38.39 2.00 0.00 0.00 0.16 0.00 38.55 2.00 0.00 0.00 0.16 0.00
38.71 2.00 0.00 0.00 0.16 0.00 38.88 2.00 0.00 0.00 0.16 0.00
39.04 2.00 0.00 0.00 0.16 0.00 39.21 2.00 0.00 0.00 0.16 0.00
39.37 2.00 0.00 0.00 0.16 0.00 39.53 2.00 0.00 0.00 0.16 0.00
39.70 2.00 0.00 0.00 0.16 0.00 39.86 2.00 0.00 0.00 0.16 0.00
40.03 2.00 0.00 0.00 0.16 0.00 40.19 2.00 0.00 0.00 0.16 0.00
40.35 1.72 0.00 0.00 0.16 0.00 40.52 0.72 0.28 0.99 0.16 0.05
40.68 0.39 0.61 0.38 0.16 0.12 40.85 0.39 0.61 0.38 0.16 0.12
41.01 2.00 0.00 0.00 0.17 0.00 41.17 2.00 0.00 0.00 0.16 0.00
41.34 2.00 0.00 0.00 0.16 0.00 41.50 2.00 0.00 0.00 0.16 0.00
41.67 2.00 0.00 0.00 0.16 0.00 41.83 2.00 0.00 0.00 0.16 0.00
41.99 2.00 0.00 0.00 0.16 0.00 42.16 2.00 0.00 0.00 0.16 0.00
42.32 2.00 0.00 0.00 0.16 0.00 42.49 2.00 0.00 0.00 0.16 0.00
42.65 2.00 0.00 0.00 0.16 0.00 42.81 2.00 0.00 0.00 0.16 0.00
42.98 2.00 0.00 0.00 0.16 0.00 43.14 2.00 0.00 0.00 0.16 0.00
43.31 2.00 0.00 0.00 0.16 0.00 43.47 2.00 0.00 0.00 0.16 0.00
43.63 2.00 0.00 0.00 0.16 0.00 43.80 2.00 0.00 0.00 0.16 0.00
43.96 2.00 0.00 0.00 0.16 0.00 44.13 2.00 0.00 0.00 0.16 0.00
44.29 2.00 0.00 0.00 0.16 0.00 44.45 2.00 0.00 0.00 0.16 0.00
44.62 2.00 0.00 0.00 0.16 0.00 44.78 2.00 0.00 0.00 0.16 0.00
44.95 2.00 0.00 0.00 0.16 0.00 45.11 2.00 0.00 0.00 0.16 0.00
45.28 2.00 0.00 0.00 0.16 0.00 45.44 2.00 0.00 0.00 0.16 0.00
45.60 2.00 0.00 0.00 0.16 0.00 45.77 2.00 0.00 0.00 0.16 0.00
45.93 2.00 0.00 0.00 0.16 0.00 46.10 2.00 0.00 0.00 0.16 0.00
46.26 2.00 0.00 0.00 0.16 0.00 46.42 2.00 0.00 0.00 0.16 0.00
46.59 2.00 0.00 0.00 0.16 0.00 46.75 2.00 0.00 0.00 0.16 0.00
46.92 2.00 0.00 0.00 0.16 0.00 47.08 2.00 0.00 0.00 0.16 0.00
47.24 2.00 0.00 0.00 0.16 0.00 47.41 2.00 0.00 0.00 0.16 0.00
47.57 0.28 0.72 0.31 0.16 0.10 47.74 0.28 0.72 0.31 0.16 0.10
47.90 0.30 0.70 0.32 0.16 0.09 48.06 2.00 0.00 0.00 0.16 0.00
48.23 2.00 0.00 0.00 0.16 0.00 48.39 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 31 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data :: (continued) Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
48.56 2.00 0.00 0.00 0.16 0.00 48.72 2.00 0.00 0.00 0.16 0.00
48.88 2.00 0.00 0.00 0.16 0.00 49.05 2.00 0.00 0.00 0.16 0.00
49.21 2.00 0.00 0.00 0.16 0.00 49.38 0.41 0.59 0.40 0.16 0.07
49.54 0.37 0.63 0.36 0.16 0.08 49.70 0.34 0.66 0.34 0.16 0.08
49.87 0.33 0.67 0.34 0.16 0.08 50.03 0.33 0.67 0.34 0.16 0.08
50.20 0.33 0.67 0.34 0.16 0.08
Abbreviations
Ov e ra ll lique faction pote ntial: 17.95
LPI = 0.00 - Liquefaction risk very low
LPI between 0.00 and 5.00 - Liquefaction risk low
LPI between 5.00 and 15.00 - Liquefaction risk high
LPI > 15.00 - Liquefaction risk very high
FS:
FL:
wz:
dz:
LPI:
Calculated factor of safety for test point
1 - FS
Function value of the extend of soil liquefaction according to depth Layer thickness (ft)
Liquefaction potential index value for test point
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 32 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Vertical settlements
Settlement (in)
0 1 2 3
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements
Es t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e me n t s Strain plot
Volumentric strain (%)
0 1 2 3 4 5 6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Strain plot
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 33 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Abbreviations
qt:
Ic:
FS:
Volumentric strain:
Total cone resistance (cone resistance q c corrected for pore water effects) Soil Behaviour Type Index
Calculated Factor of Safety against liquefaction
Post-liquefaction volumentric strain
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction ::
Depth
(ft)
Qtn,cs FS ev (%) Settlement
(in)
Depth
(ft)
Qtn,cs FS ev (%) Settlement
(in)
DF DF
9.02 71.44 0.43 2.61 0.85 0.05 9.19 69.46 0.41 2.66 0.84 0.05
9.35 67.55 0.40 2.71 0.84 0.05 9.51 66.95 0.39 2.72 0.84 0.05
9.68 67.43 0.39 2.70 0.84 0.05 9.84 69.02 0.40 2.64 0.83 0.05
10.01 69.75 0.40 2.61 0.83 0.05 10.17 69.36 0.39 2.61 0.83 0.05
10.34 68.05 0.38 2.64 0.82 0.05 10.50 64.71 0.36 2.74 0.82 0.05
10.66 63.89 0.36 2.76 0.82 0.05 10.83 63.60 0.35 2.77 0.82 0.05
10.99 66.24 0.36 2.67 0.81 0.05 11.15 68.04 0.37 2.60 0.81 0.05
11.32 57.00 0.32 2.99 0.81 0.06 11.48 62.46 0.34 2.77 0.81 0.05
11.65 67.01 0.35 2.60 0.80 0.05 11.81 84.58 0.44 2.14 0.80 0.04
11.97 85.03 0.44 2.13 0.80 0.04 12.14 83.10 0.43 2.16 0.79 0.04
12.30 66.34 0.34 2.59 0.79 0.05 12.47 65.48 0.34 2.61 0.79 0.05
12.63 64.01 0.33 2.65 0.79 0.05 12.79 62.20 0.32 2.70 0.78 0.05
12.96 62.01 0.32 2.70 0.78 0.05 13.12 78.94 0.39 2.21 0.78 0.04
13.29 80.20 0.39 2.17 0.77 0.04 13.45 65.79 0.33 2.54 0.77 0.05
13.62 67.16 0.33 2.49 0.77 0.05 13.78 69.27 0.34 2.42 0.77 0.05
13.94 71.25 0.34 2.36 0.76 0.05 14.11 70.24 0.34 2.38 0.76 0.05
14.27 69.56 0.33 2.39 0.76 0.05 14.44 69.47 0.33 2.38 0.76 0.05
14.60 70.65 0.33 2.34 0.75 0.05 14.76 63.26 0.31 2.55 0.75 0.05
14.93 63.44 0.30 2.54 0.75 0.05 15.09 56.44 0.28 2.78 0.74 0.05
15.26 67.72 0.32 2.39 0.74 0.05 15.42 73.61 2.00 0.00 0.74 0.00
15.58 70.21 0.32 2.30 0.74 0.05 15.75 62.73 0.30 2.51 0.73 0.05
15.91 63.04 0.29 2.49 0.73 0.05 16.08 68.20 0.31 2.33 0.73 0.05
16.24 78.02 0.35 2.08 0.72 0.04 16.40 86.60 0.40 1.90 0.72 0.04
16.57 97.77 0.47 1.71 0.72 0.03 16.73 107.16 0.54 1.58 0.72 0.03
16.90 112.90 0.60 1.51 0.71 0.03 17.06 115.11 0.62 1.48 0.71 0.03
17.22 109.74 0.56 1.53 0.71 0.03 17.39 126.09 0.74 1.25 0.71 0.02
17.55 149.69 1.08 0.30 0.70 0.01 17.72 154.51 1.16 0.21 0.70 0.00
17.88 145.33 1.00 0.43 0.70 0.01 18.05 137.72 0.88 0.68 0.69 0.01
18.21 155.47 1.17 0.21 0.69 0.00 18.37 177.45 1.63 0.00 0.69 0.00
18.54 190.76 1.97 0.00 0.69 0.00 18.70 203.34 2.00 0.00 0.68 0.00
18.86 192.83 2.00 0.00 0.68 0.00 19.03 193.20 2.00 0.00 0.68 0.00
19.19 241.93 2.00 0.00 0.67 0.00 19.36 269.79 2.00 0.00 0.67 0.00
19.52 282.46 2.00 0.00 0.67 0.00 19.68 277.94 2.00 0.00 0.67 0.00
19.85 264.17 2.00 0.00 0.66 0.00 20.01 240.11 2.00 0.00 0.66 0.00
20.18 201.28 2.00 0.00 0.66 0.00 20.34 166.58 2.00 0.00 0.66 0.00
20.50 145.57 2.00 0.00 0.65 0.00 20.67 135.43 0.82 0.85 0.65 0.02
20.83 128.08 0.72 1.12 0.65 0.02 21.00 128.16 0.72 1.11 0.64 0.02
21.16 141.48 2.00 0.00 0.64 0.00 21.32 165.39 2.00 0.00 0.64 0.00
21.49 187.03 2.00 0.00 0.64 0.00 21.65 182.62 2.00 0.00 0.63 0.00
21.82 168.15 2.00 0.00 0.63 0.00 21.98 173.22 2.00 0.00 0.63 0.00
22.15 185.70 2.00 0.00 0.62 0.00 22.31 195.09 2.00 0.00 0.62 0.00
22.47 169.23 2.00 0.00 0.62 0.00 22.64 148.68 2.00 0.00 0.62 0.00
22.80 125.43 0.68 1.09 0.61 0.02 22.97 108.47 0.51 1.34 0.61 0.03
23.13 102.11 0.46 1.40 0.61 0.03 23.29 98.29 0.43 1.43 0.61 0.03
23.46 104.42 0.48 1.36 0.60 0.03 23.62 150.60 2.00 0.00 0.60 0.00
23.79 211.12 2.00 0.00 0.60 0.00 23.95 262.52 2.00 0.00 0.59 0.00
24.11 295.27 2.00 0.00 0.59 0.00 24.28 299.83 2.00 0.00 0.59 0.00
24.44 256.44 2.00 0.00 0.59 0.00 24.61 189.12 2.00 0.00 0.58 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 34 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
Qtn,cs FS ev (%) Settlement
(in)
Depth
(ft)
Qtn,cs FS ev (%) Settlement
(in)
DF DF
24.77 123.69 0.65 1.14 0.58 0.02 24.93 102.75 0.46 1.32 0.58 0.03
25.10 105.15 0.48 1.29 0.57 0.03 25.26 112.68 0.54 1.21 0.57 0.02
25.43 114.55 0.55 1.19 0.57 0.02 25.59 123.97 0.65 1.11 0.57 0.02
25.75 123.60 0.64 1.11 0.56 0.02 25.92 127.96 0.69 0.97 0.56 0.02
26.08 129.96 2.00 0.00 0.56 0.00 26.25 142.91 2.00 0.00 0.56 0.00
26.41 159.75 2.00 0.00 0.55 0.00 26.57 170.66 2.00 0.00 0.55 0.00
26.74 179.53 2.00 0.00 0.55 0.00 26.90 180.27 2.00 0.00 0.54 0.00
27.07 174.04 2.00 0.00 0.54 0.00 27.23 161.36 2.00 0.00 0.54 0.00
27.39 141.99 2.00 0.00 0.54 0.00 27.56 118.36 2.00 0.00 0.53 0.00
27.72 92.35 2.00 0.00 0.53 0.00 27.89 71.26 0.28 1.63 0.53 0.03
28.05 57.94 0.24 1.92 0.52 0.04 28.21 64.14 0.26 1.75 0.52 0.03
28.38 54.93 0.24 1.98 0.52 0.04 28.54 66.76 0.27 1.68 0.52 0.03
28.71 66.89 0.27 1.67 0.51 0.03 28.87 93.45 0.39 1.26 0.51 0.02
29.04 145.98 2.00 0.00 0.51 0.00 29.20 198.17 2.00 0.00 0.51 0.00
29.36 233.58 2.00 0.00 0.50 0.00 29.53 240.81 2.00 0.00 0.50 0.00
29.69 227.05 2.00 0.00 0.50 0.00 29.86 201.54 2.00 0.00 0.49 0.00
30.02 179.68 2.00 0.00 0.49 0.00 30.18 163.86 2.00 0.00 0.49 0.00
30.35 156.01 2.00 0.00 0.49 0.00 30.51 157.41 2.00 0.00 0.48 0.00
30.68 161.73 2.00 0.00 0.48 0.00 30.84 165.85 2.00 0.00 0.48 0.00
31.00 157.65 2.00 0.00 0.47 0.00 31.17 139.32 0.81 0.59 0.47 0.01
31.33 121.82 0.61 0.93 0.47 0.02 31.50 112.95 0.52 0.99 0.47 0.02
31.66 107.73 0.48 1.02 0.46 0.02 31.82 107.06 0.47 1.02 0.46 0.02
31.99 128.97 0.68 0.78 0.46 0.02 32.15 171.27 1.34 0.09 0.46 0.00
32.32 205.49 2.00 0.00 0.45 0.00 32.48 216.69 2.00 0.00 0.45 0.00
32.64 219.60 2.00 0.00 0.45 0.00 32.81 223.39 2.00 0.00 0.44 0.00
32.97 219.47 2.00 0.00 0.44 0.00 33.14 205.07 2.00 0.00 0.44 0.00
33.30 192.05 1.80 0.00 0.44 0.00 33.47 166.53 1.24 0.12 0.43 0.00
33.63 162.54 1.16 0.12 0.43 0.00 33.79 162.75 1.17 0.12 0.43 0.00
33.96 163.02 1.17 0.12 0.42 0.00 34.12 172.04 1.34 0.08 0.42 0.00
34.28 167.92 1.26 0.08 0.42 0.00 34.45 159.44 1.11 0.17 0.42 0.00
34.61 152.74 1.00 0.25 0.41 0.00 34.78 147.52 0.92 0.36 0.41 0.01
34.94 142.60 0.85 0.49 0.41 0.01 35.10 141.74 0.83 0.49 0.41 0.01
35.27 142.21 0.84 0.49 0.40 0.01 35.43 151.62 0.98 0.24 0.40 0.00
35.60 156.39 1.05 0.16 0.40 0.00 35.76 164.45 1.19 0.11 0.39 0.00
35.92 199.03 1.96 0.00 0.39 0.00 36.09 254.13 2.00 0.00 0.39 0.00
36.25 295.65 2.00 0.00 0.39 0.00 36.42 312.94 2.00 0.00 0.38 0.00
36.58 306.48 2.00 0.00 0.38 0.00 36.74 293.24 2.00 0.00 0.38 0.00
36.91 284.70 2.00 0.00 0.37 0.00 37.07 283.53 2.00 0.00 0.37 0.00
37.24 285.19 2.00 0.00 0.37 0.00 37.40 290.82 2.00 0.00 0.37 0.00
37.57 285.25 2.00 0.00 0.36 0.00 37.73 284.50 2.00 0.00 0.36 0.00
37.89 282.58 2.00 0.00 0.36 0.00 38.06 296.39 2.00 0.00 0.35 0.00
38.22 307.92 2.00 0.00 0.35 0.00 38.39 322.58 2.00 0.00 0.35 0.00
38.55 335.97 2.00 0.00 0.35 0.00 38.71 346.10 2.00 0.00 0.34 0.00
38.88 350.28 2.00 0.00 0.34 0.00 39.04 342.68 2.00 0.00 0.34 0.00
39.21 327.75 2.00 0.00 0.34 0.00 39.37 317.40 2.00 0.00 0.33 0.00
39.53 319.88 2.00 0.00 0.33 0.00 39.70 331.40 2.00 0.00 0.33 0.00
39.86 338.70 2.00 0.00 0.32 0.00 40.03 325.42 2.00 0.00 0.32 0.00
40.19 272.98 2.00 0.00 0.32 0.00 40.35 189.19 1.72 0.00 0.32 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 35 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
Qtn,cs FS ev (%) Settlement
(in)
Depth
(ft)
Qtn,cs FS ev (%) Settlement
(in)
DF DF
40.52 132.37 0.72 0.52 0.31 0.01 40.68 95.82 0.39 0.75 0.31 0.01
40.85 95.13 0.39 0.75 0.31 0.01 41.01 105.10 2.00 0.00 0.30 0.00
41.17 111.80 2.00 0.00 0.30 0.00 41.34 125.55 2.00 0.00 0.30 0.00
41.50 132.49 2.00 0.00 0.30 0.00 41.67 138.39 2.00 0.00 0.29 0.00
41.83 135.21 2.00 0.00 0.29 0.00 41.99 128.02 2.00 0.00 0.29 0.00
42.16 119.58 2.00 0.00 0.29 0.00 42.32 109.82 2.00 0.00 0.28 0.00
42.49 104.79 2.00 0.00 0.28 0.00 42.65 105.06 2.00 0.00 0.28 0.00
42.81 112.38 2.00 0.00 0.27 0.00 42.98 118.51 2.00 0.00 0.27 0.00
43.14 119.11 2.00 0.00 0.27 0.00 43.31 116.83 2.00 0.00 0.27 0.00
43.47 114.26 2.00 0.00 0.26 0.00 43.63 112.33 2.00 0.00 0.26 0.00
43.80 109.52 2.00 0.00 0.26 0.00 43.96 106.89 2.00 0.00 0.25 0.00
44.13 104.11 2.00 0.00 0.25 0.00 44.29 102.22 2.00 0.00 0.25 0.00
44.45 100.22 2.00 0.00 0.25 0.00 44.62 97.71 2.00 0.00 0.24 0.00
44.78 94.19 2.00 0.00 0.24 0.00 44.95 89.23 2.00 0.00 0.24 0.00
45.11 85.42 2.00 0.00 0.24 0.00 45.28 85.65 2.00 0.00 0.23 0.00
45.44 88.95 2.00 0.00 0.23 0.00 45.60 95.70 2.00 0.00 0.23 0.00
45.77 108.50 2.00 0.00 0.22 0.00 45.93 118.65 2.00 0.00 0.22 0.00
46.10 128.15 2.00 0.00 0.22 0.00 46.26 129.22 2.00 0.00 0.22 0.00
46.42 128.17 2.00 0.00 0.21 0.00 46.59 120.95 2.00 0.00 0.21 0.00
46.75 110.02 2.00 0.00 0.21 0.00 46.92 96.78 2.00 0.00 0.20 0.00
47.08 87.16 2.00 0.00 0.20 0.00 47.24 79.70 2.00 0.00 0.20 0.00
47.41 74.67 2.00 0.00 0.20 0.00 47.57 70.69 0.28 0.60 0.19 0.01
47.74 71.02 0.28 0.59 0.19 0.01 47.90 76.60 0.30 0.55 0.19 0.01
48.06 89.50 2.00 0.00 0.19 0.00 48.23 104.44 2.00 0.00 0.18 0.00
48.39 116.77 2.00 0.00 0.18 0.00 48.56 118.67 2.00 0.00 0.18 0.00
48.72 115.51 2.00 0.00 0.17 0.00 48.88 110.67 2.00 0.00 0.17 0.00
49.05 106.87 2.00 0.00 0.17 0.00 49.21 102.66 2.00 0.00 0.17 0.00
49.38 96.61 0.41 0.39 0.16 0.01 49.54 89.69 0.37 0.41 0.16 0.01
49.70 83.19 0.34 0.43 0.16 0.01 49.87 81.78 0.33 0.43 0.15 0.01
50.03 80.58 0.33 0.42 0.15 0.01 50.20 82.14 0.33 0.41 0.15 0.01 Tot a l e st im a te d set t lem e nt: 3.34
Abbreviations
Qtn,cs:
FS:
ev (%):
DF:
Settlement:
Equivalent clean sand normalized cone resistance
Factor of safety against liquefaction
Post-liquefaction volumentric strain
ev depth weighting factor
Calculated settlement
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 36 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) ::
Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
1.31 18.47 29.56 2.31 68.19 2.39 0.22 0.68
1.48 16.96 27.12 2.76 74.96 2.47 0.38 0.70
1.64 14.72 23.50 3.88 91.11 2.61 0.73 0.73
1.80 13.33 21.26 4.65 98.94 2.69 0.75 0.75
1.97 12.18 19.40 5.05 98.04 2.73 0.74 0.74
2.13 11.49 18.28 4.60 84.01 2.69 0.72 0.72
2.30 11.18 17.76 4.14 73.53 2.64 0.34 0.69
2.46 11.05 17.54 3.69 64.81 2.59 0.17 0.67
2.63 11.41 18.10 3.25 58.87 2.54 0.10 0.65
2.79 11.90 18.89 2.83 53.37 2.48 0.07 0.64
2.95 12.79 20.30 2.47 50.21 2.42 0.05 0.63
3.12 14.05 22.32 2.12 47.40 2.35 0.04 0.62
3.28 15.73 25.00 1.84 46.00 2.28 0.04 0.62
3.44 17.43 27.72 1.00 27.72 2.21 0.02 0.62
3.61 18.63 29.63 1.00 29.63 2.18 0.02 0.62
3.77 19.69 31.33 1.00 31.33 2.17 0.02 0.62
3.94 19.98 31.78 1.58 50.27 2.19 0.05 0.63
4.10 20.31 32.29 1.61 52.04 2.20 0.06 0.63
4.26 19.91 31.63 1.69 53.37 2.23 0.07 0.64
4.43 19.84 31.50 1.74 54.68 2.24 0.07 0.64
4.59 19.56 31.04 1.78 55.34 2.26 0.08 0.64
4.76 19.72 31.29 1.76 55.09 2.25 0.08 0.64
4.92 20.35 32.29 1.70 54.88 2.23 0.08 0.64
5.08 21.69 34.42 1.60 55.00 2.19 0.08 0.64
5.25 23.37 37.11 1.51 56.08 2.15 0.08 0.64
5.41 24.88 39.53 1.45 57.13 2.12 0.09 0.65
5.58 26.37 41.90 1.39 58.41 2.08 0.10 0.65
5.74 28.42 45.19 1.34 60.73 2.04 0.12 0.66
5.91 31.51 50.14 1.00 50.14 1.98 0.05 0.63
6.07 35.15 55.97 1.00 55.97 1.91 0.08 0.64
6.23 38.56 61.43 1.00 61.43 1.86 0.13 0.66
6.40 41.16 65.60 1.00 65.60 1.82 0.18 0.67
6.56 42.78 68.18 1.00 68.18 1.81 0.22 0.68
6.73 43.16 68.77 1.00 68.77 1.83 0.23 0.68
6.89 41.96 66.85 1.00 66.85 1.87 0.20 0.68
7.05 39.31 62.56 1.26 78.70 1.93 0.52 0.70
7.22 36.04 57.30 1.32 75.47 2.01 0.40 0.70
7.38 33.75 53.60 1.39 74.41 2.08 0.37 0.69
7.55 33.49 53.18 1.42 75.50 2.10 0.40 0.70
7.71 34.75 55.19 1.40 77.22 2.09 0.46 0.70
7.87 36.40 57.82 1.36 78.62 2.05 0.52 0.70
8.04 38.58 61.32 1.31 80.44 2.01 0.61 0.71
8.20 41.46 65.91 1.27 83.42 1.94 0.71 0.71
8.37 43.50 67.80 1.24 84.16 1.91 0.72 0.72
8.53 43.39 66.80 1.24 82.83 1.90 0.71 0.71
8.69 41.04 62.83 1.26 78.95 1.93 0.54 0.70
8.86 38.24 58.40 1.28 74.99 1.97 0.38 0.70
9.02 35.58 54.20 1.32 71.44 2.01 0.29 0.69
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 37 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
9.19 33.57 51.03 1.36 69.46 2.06 0.24 0.68
9.35 32.63 49.14 1.37 67.55 2.07 0.21 0.68
9.51 32.89 48.92 1.37 66.95 2.06 0.20 0.68
9.68 34.32 50.26 1.34 67.43 2.04 0.21 0.68
9.84 36.11 52.10 1.32 69.02 2.02 0.24 0.68
10.01 37.22 53.04 1.32 69.75 2.01 0.25 0.68
10.17 37.38 52.72 1.32 69.36 2.01 0.24 0.68
10.34 36.69 51.33 1.33 68.05 2.02 0.22 0.68
10.50 33.96 47.34 1.37 64.71 2.06 0.17 0.67
10.66 33.90 46.77 1.37 63.89 2.06 0.15 0.67
10.83 34.12 46.60 1.36 63.60 2.06 0.15 0.67
10.99 37.18 50.01 1.32 66.24 2.02 0.19 0.67
11.15 39.11 52.19 1.30 68.04 2.00 0.22 0.68
11.32 43.22 57.00 1.00 57.00 1.94 0.09 0.65
11.48 47.91 62.46 1.00 62.46 1.89 0.14 0.66
11.65 51.77 67.01 1.00 67.01 1.87 0.20 0.68
11.81 53.18 68.81 1.23 84.58 1.89 0.72 0.72
11.97 52.99 68.50 1.24 85.03 1.91 0.72 0.72
12.14 52.11 67.05 1.24 83.10 1.90 0.71 0.71
12.30 52.01 66.34 1.00 66.34 1.87 0.19 0.67
12.47 51.56 65.48 1.00 65.48 1.87 0.18 0.67
12.63 50.45 64.01 1.00 64.01 1.89 0.16 0.67
12.79 49.06 62.20 1.00 62.20 1.91 0.13 0.66
12.96 49.09 62.01 1.00 62.01 1.91 0.13 0.66
13.12 50.56 63.60 1.24 78.94 1.91 0.53 0.70
13.29 51.89 64.95 1.23 80.20 1.90 0.59 0.71
13.45 52.88 65.79 1.00 65.79 1.88 0.18 0.67
13.62 54.37 67.16 1.00 67.16 1.85 0.20 0.68
13.78 56.49 69.27 1.00 69.27 1.82 0.24 0.68
13.94 58.54 71.25 1.00 71.25 1.79 0.28 0.69
14.11 57.93 70.24 1.00 70.24 1.79 0.26 0.68
14.27 57.50 69.56 1.00 69.56 1.80 0.25 0.68
14.44 57.53 69.47 1.00 69.47 1.81 0.24 0.68
14.60 58.65 70.65 1.00 70.65 1.81 0.27 0.68
14.76 52.39 63.26 1.00 63.26 1.87 0.15 0.67
14.93 39.14 47.86 1.33 63.44 2.02 0.15 0.67
15.09 24.64 30.69 1.84 56.44 2.28 0.09 0.65
15.26 15.44 19.51 3.47 67.72 2.57 0.21 0.68
15.42 13.10 16.54 4.45 73.61 2.68 0.34 0.69
15.58 15.15 19.01 3.69 70.21 2.59 0.26 0.68
15.75 19.03 23.61 2.66 62.73 2.45 0.14 0.66
15.91 22.17 27.34 2.31 63.04 2.39 0.14 0.67
16.08 22.50 27.74 2.46 68.20 2.42 0.22 0.68
16.24 21.86 27.04 2.89 78.02 2.49 0.49 0.70
16.40 21.42 26.52 3.27 86.60 2.54 0.72 0.72
16.57 21.79 27.01 3.62 97.77 2.58 0.74 0.74
16.73 25.03 30.97 3.46 107.16 2.56 0.76 0.76
16.90 30.12 37.07 3.05 112.90 2.51 0.77 0.77
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 38 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
17.06 36.90 45.04 2.56 115.11 2.43 0.77 0.77
17.22 55.27 66.08 1.66 109.74 2.22 0.77 0.77
17.39 83.19 97.09 1.30 126.09 1.99 0.79 0.79
17.55 109.57 125.63 1.19 149.69 1.84 0.83 0.83
17.72 114.88 131.07 1.18 154.51 1.83 0.83 0.83
17.88 100.73 115.62 1.26 145.33 1.93 0.82 0.82
18.05 79.96 93.11 1.48 137.72 2.14 0.81 0.81
18.21 72.59 85.19 1.82 155.47 2.27 0.83 0.83
18.37 84.33 98.59 1.80 177.45 2.26 0.86 0.86
18.54 113.88 131.08 1.46 190.76 2.12 0.88 0.88
18.70 129.48 147.74 1.38 203.34 2.07 0.89 0.89
18.86 114.36 130.55 1.48 192.83 2.14 0.88 0.88
19.03 76.52 88.34 2.19 193.20 2.36 0.88 0.88
19.19 42.83 50.17 4.82 241.93 2.71 0.93 0.93
19.36 29.03 34.08 7.92 269.79 2.95 0.95 0.95
19.52 27.23 32.66 8.65 282.46 2.99 0.96 0.96
19.68 28.50 34.00 8.17 277.94 2.96 0.96 0.96
19.85 29.18 33.63 7.86 264.17 2.94 0.95 0.95
20.01 27.48 31.38 7.65 240.11 2.93 0.93 0.93
20.18 27.39 30.90 6.51 201.28 2.85 0.89 0.89
20.34 28.39 31.67 5.26 166.58 2.75 0.85 0.85
20.50 30.88 34.15 4.26 145.57 2.66 0.82 0.82
20.67 34.18 37.56 3.61 135.43 2.58 0.81 0.81
20.83 38.12 41.64 3.08 128.08 2.51 0.80 0.80
21.00 38.83 42.23 3.03 128.16 2.51 0.80 0.80
21.16 34.22 37.13 3.81 141.48 2.61 0.82 0.82
21.32 25.97 28.09 5.89 165.39 2.80 0.85 0.85
21.49 19.86 21.72 8.61 187.03 2.99 0.87 0.87
21.65 21.21 22.66 8.06 182.62 2.96 0.87 0.87
21.82 30.69 32.81 5.13 168.15 2.74 0.85 0.85
21.98 36.29 38.71 4.48 173.22 2.68 0.86 0.86
22.15 33.86 35.98 5.16 185.70 2.74 0.87 0.87
22.31 25.23 26.57 7.34 195.09 2.91 0.88 0.88
22.47 23.15 24.11 7.02 169.23 2.89 0.85 0.85
22.64 25.01 25.91 5.74 148.68 2.79 0.83 0.83
22.80 35.49 36.73 3.41 125.43 2.56 0.79 0.79
22.97 51.25 52.85 2.05 108.47 2.33 0.76 0.76
23.13 65.18 66.80 1.53 102.11 2.16 0.75 0.75
23.29 63.11 64.40 1.53 98.29 2.16 0.74 0.74
23.46 48.03 48.91 2.13 104.42 2.35 0.76 0.76
23.62 31.40 31.84 4.73 150.60 2.70 0.83 0.83
23.79 21.98 22.29 9.47 211.12 3.04 2.14 1.59
23.95 19.15 19.13 13.73 262.52 3.24 3.02 1.37
24.11 22.36 22.44 13.16 295.27 3.22 3.97 1.60
24.28 30.51 30.94 9.69 299.83 3.05 4.49 2.21
24.44 36.82 36.89 6.95 256.44 2.88 0.94 0.94
24.61 40.05 39.83 4.75 189.12 2.70 0.87 0.87
24.77 41.73 41.13 3.01 123.69 2.50 0.79 0.79
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 39 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
24.93 46.02 45.17 2.27 102.75 2.38 0.75 0.75
25.10 50.57 49.55 2.12 105.15 2.35 0.76 0.76
25.26 51.86 50.69 2.22 112.68 2.37 0.77 0.77
25.43 50.72 49.37 2.32 114.55 2.39 0.77 0.77
25.59 47.63 46.18 2.68 123.97 2.45 0.79 0.79
25.75 42.82 41.25 3.00 123.60 2.50 0.79 0.79
25.92 38.12 36.47 3.51 127.96 2.57 0.80 0.80
26.08 35.62 33.88 3.84 129.96 2.61 0.80 0.80
26.25 36.45 34.57 4.13 142.91 2.64 0.82 0.82
26.41 35.40 33.43 4.78 159.75 2.71 0.84 0.84
26.57 33.16 31.11 5.49 170.66 2.77 0.85 0.85
26.74 26.72 24.72 7.26 179.53 2.90 0.86 0.86
26.90 21.75 19.84 9.09 180.27 3.02 1.56 1.42
27.07 17.49 15.58 11.17 174.04 3.13 1.42 1.11
27.23 16.89 14.92 10.81 161.36 3.11 1.20 1.07
27.39 17.74 15.67 9.06 141.99 3.02 0.98 1.12
27.56 19.19 16.95 6.98 118.36 2.88 0.78 0.78
27.72 20.57 18.20 5.07 92.35 2.73 0.73 0.73
27.89 24.83 22.18 3.21 71.26 2.53 0.28 0.69
28.05 37.01 33.66 1.72 57.94 2.24 0.10 0.65
28.21 52.16 47.92 1.34 64.14 2.03 0.16 0.67
28.38 59.71 54.93 1.00 54.93 1.95 0.08 0.64
28.54 55.33 50.67 1.32 66.76 2.01 0.20 0.68
28.71 44.81 40.62 1.65 66.89 2.21 0.20 0.68
28.87 36.89 33.04 2.83 93.45 2.48 0.74 0.74
29.04 31.36 27.72 5.27 145.98 2.75 0.82 0.82
29.20 27.91 24.32 8.15 198.17 2.96 0.88 0.88
29.36 26.98 23.34 10.01 233.58 3.07 2.70 1.67
29.53 30.16 26.13 9.22 240.81 3.02 2.96 1.87
29.69 34.28 29.87 7.60 227.05 2.93 0.91 0.91
29.86 36.27 31.59 6.38 201.54 2.84 0.89 0.89
30.02 35.33 30.62 5.87 179.68 2.80 0.86 0.86
30.18 32.51 27.93 5.87 163.86 2.80 0.84 0.84
30.35 30.62 26.11 5.98 156.01 2.81 0.83 0.83
30.51 29.09 24.61 6.40 157.41 2.84 0.84 0.84
30.68 29.70 25.06 6.45 161.73 2.85 0.84 0.84
30.84 31.68 26.74 6.20 165.85 2.83 0.85 0.85
31.00 36.66 31.12 5.07 157.65 2.73 0.84 0.84
31.17 45.07 38.60 3.61 139.32 2.58 0.81 0.81
31.33 49.32 42.33 2.88 121.82 2.49 0.79 0.79
31.50 49.61 42.49 2.66 112.95 2.45 0.77 0.77
31.66 50.64 43.29 2.49 107.73 2.42 0.76 0.76
31.82 66.54 57.42 1.86 107.06 2.28 0.76 0.76
31.99 105.26 91.98 1.40 128.97 2.09 0.80 0.80
32.15 152.62 134.22 1.28 171.27 1.96 0.85 0.85
32.32 193.84 170.99 1.20 205.49 1.85 0.89 0.89
32.48 213.18 188.03 1.15 216.69 1.80 0.90 0.90
32.64 218.38 192.20 1.14 219.60 1.79 0.91 0.91
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 40 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
32.81 212.89 186.45 1.20 223.39 1.85 0.91 0.91
32.97 201.32 175.24 1.25 219.47 1.92 0.91 0.91
33.14 189.26 164.21 1.25 205.07 1.92 0.89 0.89
33.30 182.98 158.62 1.21 192.05 1.86 0.88 0.88
33.47 184.02 160.04 1.04 166.53 1.73 0.85 0.85
33.63 186.81 162.54 1.00 162.54 1.67 0.84 0.84
33.79 187.43 162.75 1.00 162.75 1.66 0.84 0.84
33.96 183.42 158.47 1.03 163.02 1.72 0.84 0.84
34.12 175.90 151.06 1.14 172.04 1.79 0.86 0.86
34.28 165.98 141.83 1.18 167.92 1.83 0.85 0.85
34.45 158.47 135.02 1.18 159.44 1.83 0.84 0.84
34.61 154.51 131.42 1.16 152.74 1.81 0.83 0.83
34.78 155.87 132.56 1.11 147.52 1.77 0.82 0.82
34.94 159.33 135.50 1.05 142.60 1.73 0.82 0.82
35.10 166.53 141.74 1.00 141.74 1.69 0.82 0.82
35.27 167.54 142.21 1.00 142.21 1.70 0.82 0.82
35.43 159.67 134.55 1.13 151.62 1.78 0.83 0.83
35.60 156.70 131.26 1.19 156.39 1.84 0.84 0.84
35.76 181.13 152.47 1.08 164.45 1.75 0.85 0.85
35.92 234.84 199.03 1.00 199.03 1.58 0.89 0.89
36.09 299.91 254.13 1.00 254.13 1.43 0.94 0.94
36.25 349.29 295.65 1.00 295.65 1.38 0.97 0.97
36.42 370.40 312.94 1.00 312.94 1.39 0.99 0.99
36.58 363.58 306.48 1.00 306.48 1.45 0.98 0.98
36.74 348.73 293.24 1.00 293.24 1.47 0.97 0.97
36.91 339.35 284.70 1.00 284.70 1.44 0.97 0.97
37.07 338.65 283.53 1.00 283.53 1.38 0.96 0.96
37.24 341.33 285.19 1.00 285.19 1.39 0.97 0.97
37.40 348.75 290.82 1.00 290.82 1.42 0.97 0.97
37.57 342.84 285.25 1.00 285.25 1.47 0.97 0.97
37.73 342.66 284.50 1.00 284.50 1.50 0.97 0.97
37.89 341.09 282.58 1.00 282.58 1.50 0.96 0.96
38.06 358.39 296.39 1.00 296.39 1.44 0.97 0.97
38.22 372.99 307.92 1.00 307.92 1.31 0.98 0.98
38.39 391.40 322.58 1.00 322.58 1.21 1.00 1.00
38.55 408.33 335.97 1.00 335.97 1.18 1.00 1.00
38.71 421.40 346.10 1.00 346.10 1.22 1.01 1.01
38.88 427.31 350.28 1.00 350.28 1.23 1.01 1.01
39.04 418.90 342.68 1.00 342.68 1.23 1.01 1.01
39.21 401.54 327.75 1.00 327.75 1.27 1.00 1.00
39.37 389.68 317.40 1.00 317.40 1.30 0.99 0.99
39.53 393.48 319.88 1.00 319.88 1.28 0.99 0.99
39.70 408.36 331.40 1.00 331.40 1.26 1.00 1.00
39.86 418.10 338.70 1.00 338.70 1.25 1.01 1.01
40.03 402.57 325.42 1.00 325.42 1.27 1.00 1.00
40.19 338.71 272.98 1.00 272.98 1.37 0.96 0.96
40.35 235.90 189.19 1.00 189.19 1.56 0.88 0.88
40.52 139.85 108.80 1.22 132.37 1.87 0.80 0.80
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 41 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
40.68 78.81 58.47 1.64 95.82 2.21 0.74 0.74
40.85 53.51 38.24 2.49 95.13 2.42 0.74 0.74
41.01 38.50 26.41 3.98 105.10 2.63 0.76 0.76
41.17 32.89 22.01 5.08 111.80 2.73 0.77 0.77
41.34 32.73 21.71 5.78 125.55 2.79 0.79 0.79
41.50 32.94 21.73 6.10 132.49 2.82 0.80 0.80
41.67 33.03 21.68 6.38 138.39 2.84 0.81 0.81
41.83 30.19 19.53 6.92 135.21 2.88 0.81 0.81
41.99 27.66 17.65 7.25 128.02 2.90 0.80 0.80
42.16 25.19 15.84 7.55 119.58 2.92 0.78 0.78
42.32 23.43 14.57 7.54 109.82 2.92 0.77 0.77
42.49 21.95 12.97 8.08 104.79 2.96 0.76 0.76
42.65 19.74 11.46 9.17 105.06 3.02 0.44 0.82
42.81 18.07 10.31 10.90 112.38 3.11 0.55 0.74
42.98 17.26 9.74 12.17 118.51 3.17 0.61 0.70
43.14 17.90 10.13 11.76 119.11 3.16 0.60 0.72
43.31 18.53 10.51 11.12 116.83 3.13 0.58 0.75
43.47 17.92 10.07 11.35 114.26 3.14 0.55 0.72
43.63 16.35 9.01 12.47 112.33 3.19 0.51 0.64
43.80 14.65 7.87 13.92 109.52 3.25 0.48 0.56
43.96 13.79 7.29 14.67 106.89 3.28 0.44 0.52
44.13 14.30 7.59 13.72 104.11 3.24 0.42 0.54
44.29 15.62 8.41 12.15 102.22 3.17 0.42 0.60
44.45 17.01 9.28 10.79 100.22 3.11 0.41 0.66
44.62 17.46 9.54 10.24 97.71 3.08 0.40 0.68
44.78 17.37 9.45 9.96 94.19 3.07 0.36 0.68
44.95 17.72 9.64 9.25 89.23 3.03 0.32 0.69
45.11 19.60 11.31 7.55 85.42 2.92 0.72 0.72
45.28 20.08 11.61 7.37 85.65 2.91 0.72 0.72
45.44 19.26 10.53 8.45 88.95 2.98 0.73 0.73
45.60 16.65 8.84 10.82 95.70 3.11 0.37 0.63
45.77 14.60 7.53 14.42 108.50 3.27 0.39 0.54
45.93 13.54 6.83 17.38 118.65 3.38 0.63 0.49
46.10 12.55 6.18 20.72 128.15 3.48 0.64 0.44
46.26 12.25 5.97 21.64 129.22 3.51 0.68 0.43
46.42 12.16 5.90 21.74 128.17 3.51 0.66 0.42
46.59 14.36 7.24 16.71 120.95 3.36 0.61 0.52
46.75 18.41 9.73 11.31 110.02 3.13 0.48 0.70
46.92 23.48 13.52 7.16 96.78 2.90 0.74 0.74
47.08 27.23 16.20 5.38 87.16 2.76 0.72 0.72
47.24 29.00 17.49 4.56 79.70 2.69 0.57 0.71
47.41 30.22 18.38 4.06 74.67 2.63 0.37 0.69
47.57 32.02 19.68 3.59 70.69 2.58 0.27 0.69
47.74 34.99 21.75 3.27 71.02 2.54 0.28 0.69
47.90 36.82 22.90 3.34 76.60 2.55 0.44 0.70
48.06 37.03 22.77 3.93 89.50 2.62 0.73 0.73
48.23 35.55 21.46 4.87 104.44 2.72 0.76 0.76
48.39 33.76 20.01 5.84 116.77 2.80 0.78 0.78
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 42 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
48.56 32.72 19.21 6.18 118.67 2.83 0.78 0.78
48.72 32.75 19.21 6.01 115.51 2.81 0.78 0.78
48.88 34.52 20.43 5.42 110.67 2.76 0.77 0.77
49.05 38.76 23.35 4.58 106.87 2.69 0.76 0.76
49.21 43.87 26.90 3.82 102.66 2.61 0.75 0.75
49.38 50.18 31.37 3.08 96.61 2.51 0.74 0.74
49.54 57.58 36.72 2.44 89.69 2.41 0.73 0.73
49.70 71.83 47.24 1.76 83.19 2.25 0.71 0.71
49.87 78.47 52.22 1.57 81.78 2.18 0.68 0.71
50.03 74.13 48.89 1.65 80.58 2.21 0.61 0.71
50.20 61.76 39.60 2.07 82.14 2.34 0.70 0.71
qt:
Kc:
Qtn,cs:
Ic:
Su(liq )/σ'v:
Su(peak)/σ'v:
Total cone resistance
Cone resistance correction factor due to fines
Adjusted and corrected cone resistance due to fines
Soil behavior type index
Calculated liquefied undrained strength ratio
Calculated peak undrained strength ratio
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:39:31 AM 43 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 44 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 45 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 46 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 47 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 48 ATTACHMENT 3
Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation
with SPT or
CPT
Design
earthquake
Ground
geometry
SPT data with
content fines
measurements or CPT data
Moment magnitude
of earthquake (Mw)
and peak surface
acceleration (amax)
Geometric parameters
for each of different
zones in level (or
gently sloping) ground
with (or without) a free
face
Liquefaction potential analysis
to calculate FS, (N1)60cs or
(qc1N)cs
(using the NCEER SPTCPTor-based method (Youd et al.
2001))
Calculation of the lateral
displacement index
(LDI)
(using Figure 1 and Equation [3])
Zones with three major
geometric parameters or
less - free face height (H),
the distance to a free face
(L), or/and slope (S)
Zones with
more than
three major
geometric
parameters
L/H
or/and
S
Estimated lateral displacement, LD
For gently sloping ground without a free face,
LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%)
For level ground with a free face,
(
LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40)
Evaluation of
lateral
displacements
based on
other
approaches
and
engineering
judgment
If
(N1)60cs < 14
or
(qc1N)cs < 70
evaluate
potential
of
flow
liquefaction
1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1
1 Equation [3]
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 49 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman ATTACHMENT 3
Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San Diego, CA
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 50 ATTACHMENT 3
Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS.
To estimate the severity of liquefaction extent at a given site, LPI is calculated based on the following equation:
LPI =
where:
FL = 1 - F.S. when F.S. less than 1
FL = 0 when F.S. greater than 1
z depth of measurment in meters
Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI:
⦁ LPI = 0 : Liquefaction risk is very low
⦁ 0 < LPI <= 5 : Liquefaction risk is low
⦁ 5 < LPI <= 15 : Liquefaction risk is high
⦁ LPI > 15 : Liquefaction risk is very high
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 51 ATTACHMENT 3
Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017):
where Ds is in the units of mm, c1= -8.35 and c2= 0.072 for LBS ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the building contact pressure in units of kPa, HL is the cumulative thickness of the liquefiable layers in the units of m, B is the building width in the units of m, CAVdp is a standardized version of the cumulative absolute velocity in the units of g-s, Sa1 is 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is:
where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL).
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 52 ATTACHMENT 3
References
⦁ Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8.
⦁ Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641 -652 ⦁ Boulanger, R.W. and Idriss, I. M., 20 14. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF
CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁ Robertson, P.K. and Cabal, K.L., 2007 , Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/
⦁ Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151 -8. ⦁ Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August.
⦁ Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes , M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817 -833
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168 -1180
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861 -871 ⦁ Pradel, D., 1998, Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368
⦁ Iwasaki, T., 1986, Soil liquefaction studies in Japan: state -of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70
⦁ Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction -induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94 –104 ⦁ P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355
⦁ P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS -Tokyo, June 2009 ⦁ Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, SAN diego, CA
⦁ R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT -Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132 , No. 8, August 1, 2006
⦁ I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12
⦁ Jonathan D. Bray & Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction -induced building settlement, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 201 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 53 ATTACHMENT 3
T A B L E O F C O N T E N T S
1 8
15 22
29 33
34 37
CPT 1 results
Summary data report
Input field data
Cyclic stress resistance results
Cyclic resistance ratio results
Liquefaction potential index data
Vertical settlements summary report
Vertical settlements data report
Strength loss data report
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:40 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
L IQ UEFA C TIO N A NA L YS IS R E P O R T
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
.
G.W.T. (in-situ):
G.W.T. (earthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Project title : Manteca WWTP Location : Manteca, CA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
CPT file : CPT 1
11.00 ft
9.00 ft
3 2.60
Based on SBT
Use fill:
Fill height:
Fill weight:
Trans. detect. applied:
Kσ applied:
No
N/A
N/A
No
Yes
Clay like behavior
applied:
Limit depth applied:
Limit depth:
MSF method:
Sands only
No
N/A
Method based
Cone resistance
qt (tsf)
200 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot CRR plot
CRR & CSR
0 0.2 0.4 0.6
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
qc1,mod (tsf)
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
Friction Ratio
Rf (%)
0 2 4 6 8 10
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio
Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot
Factor of safety
0 0.5 1 1.5 2
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Zone A1 : Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry
Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq 1 ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s
Friction Ratio
Rf (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio Pore pressure
u (psi)
0 50 100 150
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Pore pressure
Insitu
SBT Plot
Ic(SBT)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBT Plot Soil Behaviour Type
SBT (Robertson et al. 1986)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Soil Behaviour Type
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay & silty clay
Clay
Clay & silty clay
Clay
Silty sand & sandy silt
Clay & silty clay
Silty sand & sandy silt
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 2 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
Qtn
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r ma l i z e d ) Norm. friction ratio
Fr (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. friction ratio Nom. pore pressure ratio
Bq
-0.2 0 0.2 0.4 0.6 0.8 1
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Nom. pore pressure ratio SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot Norm. Soil Behaviour Type
SBTn (Robertson 1990)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. Soil Behaviour Type
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay
Organic soil
Clay & silty clay Clay
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 3 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Total cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Total cone resistance
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r me d i a t e r e s u l t s ) SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Norm. cone resistance
qc,1 (tsf)
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance "Fines" adjustment
Delta qc (tsf)
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 "Fines" adjustment mCRR
qc1,mod (tsf)
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 mCRR
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 4 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 CRR plot
CRR & CSR
0 0.2 0.4 0.6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Liquefaction potential
LPI
0 5 10 15 20
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Liquefaction potential Vertical settlements
Settlement (in)
0 1 2 3
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements Lateral displacements
Displacement (in)
0 Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Lateral displacements
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 5 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
F.S. color scheme LPI color scheme
Almost certain it will liquefy
Very likely to liquefy
Liquefaction and no liq. are equally likely
Unlike to liquefy
Almost certain it will not liquefy
Very high risk
High risk
Low risk
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
L i q u e f a c t i o n a n a l y s i s s u mma r y p l o t s qc1,mod (tsf)
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Thickness of surface layer, H1 (m)
0 1 2 3 4 5 6 7 8 9 10
Thickness of liquefiable sand layer, H2 (m)
12.0 11.0
10.0 9.0
8.0 7.0
6.0 5.0
4.0 3.0
2.0 1.0
0.0 CPT 1 (21.30)
Analysis PGA: 0.43
PGA 0.40g - 0.50g
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 6 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
Qtn
100 200 300
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C h e c k f o r s t r e n g t h l o s s p l o t s ( R o b e r t s o n ( 2 0 1 0 ) ) Grain char. factor
Kc
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Grain char. factor Corrected norm. cone resistance
Qtn,cs
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Corrected norm. cone resistance SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Liquefied Su/Sig'v
Su/Sig'v
0 0.1 0.2 0.3 0.4 0.5
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Peak Su ratio Liq. Su ratio
Liquefied Su/Sig'v
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 7 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
Moss et al. (2006)
Moss et al. (2006)
Based on Ic value
7.13 0.43
11.00 ft
Depth to water table (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data ::
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
1 1.31 19.66 0.22 0.99 25.89 106.41
2 1.48 16.04 0.23 0.58 29.25 107.07
3 1.64 15.14 0.30 0.42 36.05 108.47
4 1.80 12.95 0.42 0.39 40.18 108.78
5 1.97 11.89 0.31 0.25 42.19 108.04
6 2.13 11.69 0.23 0.19 39.89 105.63
7 2.30 10.87 0.17 1.01 37.49 103.64
8 2.46 10.95 0.14 0.57 35.03 101.79
9 2.63 11.30 0.11 0.38 32.41 100.64
10 2.79 11.95 0.10 0.32 29.67 99.47
11 2.95 12.45 0.09 0.32 27.17 99.04
12 3.12 13.96 0.09 0.32 24.36 98.69
13 3.28 15.74 0.08 0.37 21.66 98.71
14 3.44 17.48 0.08 0.56 5.00 98.71
15 3.61 19.05 0.08 0.51 5.00 99.27
16 3.77 19.33 0.09 0.50 5.00 100.26
17 3.94 20.68 0.11 0.38 18.55 101.23
18 4.10 19.92 0.12 0.35 18.96 102.09
19 4.26 20.32 0.13 0.28 19.94 102.65
20 4.43 19.47 0.14 0.25 20.51 103.15
21 4.59 19.71 0.15 0.27 21.05 103.33
22 4.76 19.48 0.14 0.24 20.79 103.27
23 4.92 19.97 0.14 0.21 20.09 103.29
24 5.08 21.59 0.14 0.20 18.77 103.41
25 5.25 23.49 0.14 0.23 17.48 103.76
26 5.41 25.02 0.15 0.21 16.33 103.92
27 5.58 26.13 0.14 0.07 15.29 104.04
28 5.74 27.94 0.14 0.11 14.05 104.28
29 5.91 31.19 0.15 0.13 5.00 104.74
30 6.07 35.40 0.16 0.20 5.00 104.76
31 6.23 38.85 0.13 0.19 5.00 104.89
32 6.40 41.42 0.14 0.18 5.00 104.97
33 6.56 43.21 0.15 0.17 5.00 105.74
34 6.73 43.70 0.17 0.15 5.00 106.48
35 6.89 42.55 0.19 0.11 5.00 107.24
36 7.05 39.64 0.21 0.05 11.18 108.03
37 7.22 35.73 0.24 -0.03 13.27 108.72
38 7.38 32.75 0.28 -0.07 15.15 109.38
39 7.55 32.77 0.30 -0.08 15.83 109.91
40 7.71 34.96 0.31 -0.06 15.40 110.24
41 7.87 36.53 0.30 -0.10 14.46 110.24
42 8.04 37.71 0.29 -0.14 13.10 109.97
43 8.20 41.52 0.26 -0.20 11.47 109.56
44 8.37 45.15 0.24 -0.65 10.43 109.17
45 8.53 43.86 0.23 -1.23 10.38 108.89
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 8 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
46 8.69 41.20 0.23 -1.37 10.99 108.42
47 8.86 38.12 0.21 -0.94 11.99 108.16
48 9.02 35.46 0.23 -1.09 13.09 107.92
49 9.19 33.19 0.23 -0.96 14.27 108.03
50 9.35 32.09 0.23 -0.72 14.59 107.66
51 9.51 32.64 0.20 -0.64 14.44 107.51
52 9.68 33.97 0.21 -0.73 13.77 107.45
53 9.84 36.39 0.22 -0.80 13.29 107.81
54 10.01 38.00 0.22 -0.99 13.01 107.97
55 10.17 37.31 0.22 -1.08 13.02 107.95
56 10.34 36.86 0.21 -0.95 13.33 107.81
57 10.50 35.95 0.21 -0.87 14.42 107.35
58 10.66 29.10 0.20 0.58 14.40 107.15
59 10.83 36.65 0.20 -0.28 14.37 107.12
60 10.99 36.61 0.21 -0.20 13.30 107.55
61 11.15 38.29 0.22 -0.09 12.66 107.77
62 11.32 42.47 0.21 -1.73 5.00 108.11
63 11.48 48.98 0.21 -2.77 5.00 108.55
64 11.65 52.37 0.23 -1.52 5.00 109.41
65 11.81 54.03 0.27 -0.05 10.01 110.70
66 11.97 53.15 0.34 0.58 10.43 111.20
67 12.14 51.76 0.30 0.99 10.37 110.68
68 12.30 51.37 0.21 1.05 5.00 109.49
69 12.47 52.86 0.22 1.07 5.00 109.15
70 12.63 50.39 0.26 1.16 5.00 109.29
71 12.79 48.04 0.23 1.53 5.00 109.35
72 12.96 48.69 0.23 1.59 5.00 109.34
73 13.12 50.48 0.26 1.30 10.43 109.79
74 13.29 52.46 0.27 0.92 10.20 109.99
75 13.45 52.68 0.24 0.88 5.00 109.74
76 13.62 53.44 0.23 1.53 5.00 109.32
77 13.78 56.94 0.22 1.60 5.00 109.04
78 13.94 59.02 0.21 1.76 5.00 108.64
79 14.11 59.59 0.19 1.90 5.00 108.26
80 14.27 55.09 0.19 1.84 5.00 108.31
81 14.44 57.73 0.21 2.11 5.00 108.73
82 14.60 59.67 0.23 2.35 5.00 109.31
83 14.76 58.46 0.24 2.46 5.00 108.59
84 14.93 38.93 0.17 2.47 13.35 107.45
85 15.09 19.92 0.19 2.69 21.32 105.87
86 15.26 14.94 0.20 4.04 33.14 105.15
87 15.42 11.29 0.21 5.74 38.43 104.98
88 15.58 12.78 0.21 9.81 34.41 105.49
89 15.75 21.02 0.21 9.78 28.04 105.79
90 15.91 22.72 0.19 20.60 25.47 107.03
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 9 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
91 16.08 21.92 0.29 27.98 26.64 108.26
92 16.24 21.72 0.34 29.76 29.61 109.81
93 16.40 20.71 0.39 27.06 31.99 110.95
94 16.57 20.75 0.46 17.34 34.07 112.54
95 16.73 22.94 0.62 22.27 33.17 114.66
96 16.90 30.35 0.79 33.35 30.69 116.62
97 17.06 35.65 0.89 42.45 27.42 118.31
98 17.22 42.48 1.02 78.12 19.39 120.02
99 17.39 84.52 1.07 98.63 12.55 121.42
100 17.55 119.95 1.06 5.99 8.91 122.43
101 17.72 122.76 1.17 -1.71 8.61 122.89
102 17.88 101.92 1.22 -4.48 11.05 123.22
103 18.05 77.68 1.39 -5.61 16.79 124.30
104 18.21 60.49 2.13 -5.28 21.29 125.88
105 18.37 79.73 2.55 1.96 21.04 128.13
106 18.54 112.82 3.18 0.06 16.39 129.73
107 18.70 149.04 3.11 0.97 14.76 130.51
108 18.86 126.57 3.14 0.07 16.78 130.02
109 19.03 67.48 2.93 -2.31 24.68 128.65
110 19.19 35.59 2.64 -2.84 40.62 127.10
111 19.36 25.55 2.98 -3.11 54.42 126.02
112 19.52 26.05 2.78 -1.93 57.94 126.11
113 19.68 30.18 2.93 -0.33 56.03 126.18
114 19.85 29.27 2.93 1.69 54.20 125.89
115 20.01 28.01 2.39 3.77 53.34 124.54
116 20.18 25.02 1.67 4.67 48.49 122.57
117 20.34 28.73 1.29 19.52 42.76 120.72
118 20.50 30.76 1.14 22.11 37.78 119.83
119 20.67 32.17 1.10 27.08 34.20 119.79
120 20.83 38.41 1.15 34.75 31.03 119.98
121 21.00 42.18 1.11 48.90 30.78 120.13
122 21.16 34.22 1.15 32.11 35.37 120.29
123 21.32 24.96 1.37 8.55 45.74 120.17
124 21.49 18.04 1.39 8.24 57.79 120.02
125 21.65 16.19 1.43 9.52 55.13 120.19
126 21.82 28.97 1.38 11.38 42.20 121.46
127 21.98 46.58 1.61 2.03 38.97 122.89
128 22.15 33.17 2.10 -2.69 42.40 123.19
129 22.31 21.88 1.71 -2.38 52.18 122.00
130 22.47 20.72 1.27 0.13 50.81 119.87
131 22.64 26.79 0.92 5.95 45.13 118.84
132 22.80 27.32 1.11 8.43 33.17 119.37
133 22.97 51.96 1.13 12.89 23.58 120.27
134 23.13 74.04 0.93 9.37 17.66 120.27
135 23.29 69.17 0.87 3.21 17.63 119.60
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 10 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
136 23.46 45.94 0.90 -0.52 24.32 119.46
137 23.62 28.98 1.12 -2.61 40.33 120.55
138 23.79 19.36 1.85 -1.73 61.17 122.37
139 23.95 17.66 2.62 -0.30 76.34 124.60
140 24.11 20.46 3.48 0.63 74.45 126.70
141 24.28 28.96 3.95 0.59 62.01 128.16
142 24.44 42.09 3.64 0.43 50.67 127.40
143 24.61 39.40 1.78 -0.34 40.49 124.67
144 24.77 38.66 0.86 -0.68 30.74 120.50
145 24.93 47.15 0.86 -0.92 25.53 119.10
146 25.10 52.30 1.07 -2.12 24.26 119.99
147 25.26 52.33 1.13 -1.32 25.11 120.98
148 25.43 51.04 1.28 -1.97 25.91 121.04
149 25.59 48.86 1.13 -2.54 28.61 121.51
150 25.75 43.10 1.44 -2.94 30.71 120.73
151 25.92 36.62 1.02 -3.54 33.85 120.28
152 26.08 34.80 1.05 -3.76 35.73 119.98
153 26.25 35.61 1.37 -3.77 37.37 121.18
154 26.41 39.09 1.60 -3.89 40.73 122.21
155 26.57 31.67 1.70 -4.12 44.18 122.53
156 26.74 28.91 1.69 -4.46 52.15 121.84
157 26.90 19.77 1.50 -4.27 59.68 120.82
158 27.07 16.74 1.36 -3.27 67.51 119.39
159 27.23 16.08 1.16 -1.52 66.21 118.24
160 27.39 17.93 0.95 -0.10 59.58 116.78
161 27.56 19.21 0.69 1.44 50.99 114.83
162 27.72 20.36 0.45 3.40 42.26 112.06
163 27.89 22.01 0.26 5.13 32.15 110.12
164 28.05 31.91 0.29 7.00 20.34 109.70
165 28.21 56.43 0.27 34.60 13.90 110.68
166 28.38 66.87 0.28 46.91 5.00 110.95
167 28.54 54.16 0.29 34.47 13.28 111.23
168 28.71 43.44 0.33 24.11 19.43 113.01
169 28.87 35.76 0.61 16.63 29.70 116.62
170 29.04 30.68 1.20 14.22 43.26 120.57
171 29.20 26.96 2.07 16.12 55.93 123.50
172 29.36 25.41 2.76 17.28 63.22 125.37
173 29.53 27.84 3.04 18.11 60.18 126.27
174 29.69 36.44 2.78 19.84 53.74 126.21
175 29.86 37.73 2.34 19.87 48.48 125.18
176 30.02 33.74 1.84 22.60 46.16 123.76
177 30.18 33.56 1.60 24.54 46.17 122.22
178 30.35 29.16 1.37 26.18 46.68 121.30
179 30.51 28.01 1.36 27.41 48.60 121.10
180 30.68 28.86 1.56 31.77 48.87 121.56
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 11 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
181 30.84 30.89 1.62 34.29 47.75 122.25
182 31.00 33.70 1.70 44.58 42.39 122.60
183 31.17 43.59 1.55 45.66 34.66 122.66
184 31.33 56.31 1.33 20.85 30.13 121.86
185 31.50 46.70 1.10 27.32 28.63 121.07
186 31.66 44.47 1.14 44.83 27.40 120.69
187 31.82 58.86 1.13 58.47 22.01 122.25
188 31.99 93.50 1.54 90.90 15.52 125.69
189 32.15 160.96 2.55 21.11 11.90 129.02
190 32.32 201.79 3.18 -0.54 9.29 130.54
191 32.48 218.49 2.54 -2.05 8.14 130.93
192 32.64 219.33 2.73 -1.82 7.96 131.12
193 32.81 217.42 3.33 -2.57 9.19 131.92
194 32.97 202.02 3.62 -2.95 11.01 132.67
195 33.14 184.65 3.98 -3.19 10.88 131.54
196 33.30 181.25 1.96 -3.54 9.56 129.73
197 33.47 183.18 1.61 -3.69 6.64 126.58
198 33.63 187.79 1.33 -3.51 5.54 125.37
199 33.79 189.62 1.19 -3.05 5.45 125.29
200 33.96 185.00 1.57 -2.77 6.53 126.32
201 34.12 175.77 1.98 -2.42 7.92 127.22
202 34.28 167.03 1.89 -2.24 8.84 127.20
203 34.45 155.25 1.66 -1.95 8.77 126.28
204 34.61 153.18 1.40 0.28 8.36 125.35
205 34.78 155.13 1.33 -1.01 7.52 124.48
206 34.94 159.33 1.15 -1.47 6.78 123.92
207 35.10 163.58 1.09 -1.85 5.92 123.57
208 35.27 176.66 1.11 4.12 6.15 123.98
209 35.43 162.35 1.34 -0.69 7.73 125.10
210 35.60 139.95 1.74 -0.40 9.05 126.24
211 35.76 167.80 1.85 1.27 7.07 126.55
212 35.92 235.63 1.32 -0.40 4.01 127.02
213 36.09 301.09 1.64 -0.90 1.80 127.59
214 36.25 363.02 1.82 -0.04 1.18 129.04
215 36.42 383.79 2.07 -0.36 1.31 130.28
216 36.58 364.37 2.53 1.65 2.09 131.39
217 36.74 342.55 2.93 1.61 2.38 131.17
218 36.91 339.18 1.95 2.45 2.03 130.09
219 37.07 336.23 1.58 1.61 1.25 128.55
220 37.24 340.45 1.70 2.40 1.34 128.86
221 37.40 347.21 2.16 3.52 1.71 129.93
222 37.57 358.40 2.40 7.28 2.41 130.87
223 37.73 322.56 2.60 13.08 2.76 131.41
224 37.89 346.65 2.71 5.36 2.82 131.42
225 38.06 353.67 2.41 8.71 1.93 130.75
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 12 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
226 38.22 374.50 1.81 9.47 0.43 128.37
227 38.39 390.42 0.72 8.30 0.00 126.56
228 38.55 408.87 1.27 10.76 0.00 126.59
229 38.71 425.29 1.77 10.15 0.00 128.16
230 38.88 429.58 1.57 11.73 0.00 128.66
231 39.04 426.57 1.57 12.87 0.00 128.46
232 39.21 399.99 1.67 14.40 0.00 128.54
233 39.37 377.42 1.69 16.80 0.27 128.66
234 39.53 390.98 1.71 14.44 0.14 128.51
235 39.70 411.33 1.55 17.39 0.00 128.60
236 39.86 421.99 1.70 21.63 0.00 128.77
237 40.03 420.07 1.78 23.68 0.04 128.62
238 40.19 364.72 1.51 19.05 1.06 127.87
239 40.35 230.57 1.48 11.23 3.81 126.28
240 40.52 111.86 1.34 7.80 9.86 124.35
241 40.68 76.79 1.14 4.81 19.66 122.12
242 40.85 47.38 1.05 15.60 27.78 120.06
243 41.01 35.23 0.84 57.86 37.33 118.84
244 41.17 31.35 0.98 33.23 43.15 118.49
245 41.34 30.41 1.06 25.30 46.58 119.90
246 41.50 35.25 1.46 24.35 48.05 120.62
247 41.67 31.69 1.33 51.71 49.31 121.18
248 41.83 30.49 1.37 39.84 51.66 120.38
249 41.99 26.56 1.14 36.44 53.06 119.19
250 42.16 24.34 0.85 34.26 54.30 117.77
251 42.32 23.24 0.87 29.40 54.28 116.21
252 42.49 21.38 0.64 28.09 55.66 115.36
253 42.65 20.03 0.64 25.28 60.00 114.84
254 42.81 16.70 0.79 23.93 66.53 115.42
255 42.98 16.38 0.88 27.06 71.06 116.02
256 43.14 17.55 0.88 27.96 69.61 116.27
257 43.31 18.58 0.84 28.26 67.32 116.15
258 43.47 18.27 0.81 27.02 68.14 115.68
259 43.63 15.78 0.75 23.87 72.09 115.05
260 43.80 13.98 0.71 20.22 76.97 114.24
261 43.96 13.23 0.65 22.09 79.41 113.64
262 44.13 13.22 0.62 23.70 76.31 113.38
263 44.29 15.37 0.62 28.94 70.98 113.46
264 44.45 17.05 0.61 31.20 66.14 113.55
265 44.62 17.30 0.59 31.32 64.08 113.30
266 44.78 16.69 0.54 31.39 63.05 112.72
267 44.95 16.77 0.48 31.50 60.32 112.00
268 45.11 18.31 0.43 33.41 54.50 111.71
269 45.28 22.41 0.44 26.43 53.78 111.90
270 45.44 18.28 0.51 25.77 57.14 112.43
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 13 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
271 45.60 15.93 0.56 29.18 66.23 112.82
272 45.77 14.49 0.60 31.62 78.61 114.27
273 45.93 12.05 0.96 32.32 87.78 115.43
274 46.10 12.66 0.98 33.93 97.23 116.42
275 46.26 11.40 1.05 41.01 100.00 116.50
276 46.42 11.01 1.02 40.81 100.00 116.37
277 46.59 12.49 0.94 28.44 85.78 116.00
278 46.75 17.92 0.74 45.02 68.00 115.52
279 46.92 23.00 0.65 53.94 52.95 114.70
280 47.08 27.09 0.53 69.67 45.07 114.19
281 47.24 28.63 0.53 82.45 40.88 113.42
282 47.41 27.84 0.44 86.14 38.19 112.85
283 47.57 30.73 0.40 72.40 35.49 112.56
284 47.74 33.68 0.45 105.29 33.49 113.34
285 47.90 36.10 0.55 131.68 33.98 114.75
286 48.06 35.25 0.67 139.76 37.44 116.79
287 48.23 33.90 0.98 133.42 42.49 118.44
288 48.39 31.76 1.14 126.26 47.25 119.52
289 48.56 30.15 1.16 121.12 48.77 119.54
290 48.72 30.85 1.03 127.89 48.06 119.20
291 48.88 31.81 0.99 128.32 45.30 119.00
292 49.05 35.24 1.02 136.68 41.01 119.36
293 49.21 43.29 1.06 147.76 36.82 119.77
294 49.38 46.61 1.04 165.00 32.30 120.04
295 49.54 53.66 1.00 171.75 27.78 120.13
296 49.70 64.80 0.96 195.26 21.45 120.33
297 49.87 91.08 0.90 46.36 18.90 120.15
298 50.03 75.84 0.85 13.75 20.06 119.88
299 50.20 54.40 0.91 14.88 24.70 119.46
Abbreviations
Depth:
qc:
fs:
u:
Fines content:
Unit weight:
Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf)
Sleeve friction resistance (tsf)
Pore pressure (tsf)
Percentage of fines in soil (%)
Bulk soil unit weight (pcf)
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 14 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data ::
Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
1 1.31 0.07 0.00 0.07 0.99 0.277 1.08 0.258 1.00 1.10 2.000 No 2 1.48 0.08 0.00 0.08 0.99 0.277 1.08 0.257 1.00 1.10 2.000 No 3 1.64 0.09 0.00 0.09 0.99 0.276 1.08 0.257 1.00 1.10 2.000 No 4 1.80 0.10 0.00 0.10 0.99 0.276 1.08 0.257 1.00 1.10 2.000 No 5 1.97 0.11 0.00 0.11 0.99 0.276 1.08 0.256 1.00 1.10 2.000 No 6 2.13 0.11 0.00 0.11 0.99 0.275 1.08 0.256 1.00 1.10 2.000 No 7 2.30 0.12 0.00 0.12 0.98 0.275 1.08 0.256 1.00 1.10 2.000 No 8 2.46 0.13 0.00 0.13 0.98 0.275 1.08 0.256 1.00 1.10 2.000 No 9 2.63 0.14 0.00 0.14 0.98 0.274 1.08 0.255 1.00 1.10 2.000 No 10 2.79 0.15 0.00 0.15 0.98 0.274 1.08 0.255 1.00 1.10 2.000 No 11 2.95 0.16 0.00 0.16 0.98 0.274 1.08 0.255 1.00 1.10 2.000 No 12 3.12 0.16 0.00 0.16 0.98 0.273 1.08 0.254 1.00 1.10 2.000 No 13 3.28 0.17 0.00 0.17 0.98 0.273 1.08 0.254 1.00 1.10 2.000 No 14 3.44 0.18 0.00 0.18 0.98 0.273 1.08 0.254 1.00 1.10 2.000 No 15 3.61 0.19 0.00 0.19 0.97 0.272 1.08 0.253 1.00 1.10 2.000 No 16 3.77 0.20 0.00 0.20 0.97 0.272 1.08 0.253 1.00 1.10 2.000 No 17 3.94 0.20 0.00 0.20 0.97 0.271 1.08 0.253 1.00 1.10 2.000 No 18 4.10 0.21 0.00 0.21 0.97 0.271 1.08 0.252 1.00 1.10 2.000 No 19 4.26 0.22 0.00 0.22 0.97 0.271 1.08 0.252 1.00 1.10 2.000 No 20 4.43 0.23 0.00 0.23 0.97 0.270 1.08 0.251 1.00 1.10 2.000 No 21 4.59 0.24 0.00 0.24 0.97 0.270 1.08 0.251 1.00 1.10 2.000 No 22 4.76 0.25 0.00 0.25 0.96 0.270 1.08 0.251 1.00 1.10 2.000 No 23 4.92 0.25 0.00 0.25 0.96 0.269 1.08 0.250 1.00 1.10 2.000 No 24 5.08 0.26 0.00 0.26 0.96 0.269 1.08 0.250 1.00 1.10 2.000 No 25 5.25 0.27 0.00 0.27 0.96 0.268 1.08 0.250 1.00 1.10 2.000 No 26 5.41 0.28 0.00 0.28 0.96 0.268 1.08 0.249 1.00 1.10 2.000 No 27 5.58 0.29 0.00 0.29 0.96 0.268 1.08 0.249 1.00 1.10 2.000 No 28 5.74 0.30 0.00 0.30 0.96 0.267 1.08 0.248 1.00 1.10 2.000 No 29 5.91 0.31 0.00 0.31 0.95 0.267 1.08 0.248 1.00 1.10 2.000 No 30 6.07 0.31 0.00 0.31 0.95 0.266 1.08 0.248 1.00 1.10 2.000 No 31 6.23 0.32 0.00 0.32 0.95 0.266 1.08 0.247 1.00 1.10 2.000 No 32 6.40 0.33 0.00 0.33 0.95 0.265 1.08 0.247 1.00 1.10 2.000 No 33 6.56 0.34 0.00 0.34 0.95 0.265 1.08 0.247 1.00 1.10 2.000 No 34 6.73 0.35 0.00 0.35 0.95 0.265 1.08 0.246 1.00 1.10 2.000 No 35 6.89 0.36 0.00 0.36 0.95 0.264 1.08 0.246 1.00 1.10 2.000 No 36 7.05 0.37 0.00 0.37 0.94 0.264 1.08 0.245 1.00 1.10 2.000 No 37 7.22 0.38 0.00 0.38 0.94 0.263 1.08 0.245 1.00 1.10 2.000 No 38 7.38 0.38 0.00 0.38 0.94 0.263 1.08 0.244 1.00 1.10 2.000 No 39 7.55 0.39 0.00 0.39 0.94 0.262 1.08 0.244 1.00 1.10 2.000 No 40 7.71 0.40 0.00 0.40 0.94 0.262 1.08 0.244 1.00 1.10 2.000 No 41 7.87 0.41 0.00 0.41 0.94 0.261 1.08 0.243 1.00 1.10 2.000 No 42 8.04 0.42 0.00 0.42 0.93 0.261 1.08 0.243 1.00 1.10 2.000 No 43 8.20 0.43 0.00 0.43 0.93 0.261 1.08 0.242 1.00 1.10 2.000 No 44 8.37 0.44 0.00 0.44 0.93 0.260 1.08 0.242 1.00 1.10 2.000 No 45 8.53 0.45 0.00 0.45 0.93 0.260 1.08 0.241 1.00 1.10 2.000 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 15 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
46 8.69 0.46 0.00 0.46 0.93 0.259 1.08 0.241 1.00 1.10 2.000 No 47 8.86 0.47 0.00 0.47 0.93 0.259 1.08 0.241 1.00 1.10 2.000 No 48 9.02 0.47 0.00 0.47 0.92 0.258 1.08 0.240 1.00 1.10 0.264 No 49 9.19 0.48 0.01 0.48 0.92 0.261 1.08 0.243 1.00 1.10 0.267 No 50 9.35 0.49 0.01 0.48 0.92 0.263 1.08 0.245 1.00 1.10 0.269 No 51 9.51 0.50 0.02 0.48 0.92 0.265 1.08 0.247 1.00 1.10 0.271 No 52 9.68 0.51 0.02 0.49 0.92 0.267 1.08 0.249 1.00 1.10 0.273 No 53 9.84 0.52 0.03 0.49 0.91 0.269 1.08 0.250 1.00 1.10 0.275 No 54 10.01 0.53 0.03 0.50 0.91 0.271 1.08 0.252 1.00 1.10 0.278 No 55 10.17 0.54 0.04 0.50 0.91 0.273 1.08 0.254 1.00 1.10 0.280 No 56 10.34 0.55 0.04 0.50 0.91 0.275 1.08 0.256 1.00 1.10 0.281 No 57 10.50 0.55 0.05 0.51 0.91 0.277 1.08 0.258 1.00 1.10 0.283 No 58 10.66 0.56 0.05 0.51 0.91 0.279 1.08 0.259 1.00 1.10 0.285 No 59 10.83 0.57 0.06 0.51 0.90 0.280 1.08 0.261 1.00 1.10 0.287 No 60 10.99 0.58 0.06 0.52 0.90 0.282 1.08 0.262 1.00 1.10 0.289 No 61 11.15 0.59 0.07 0.52 0.90 0.284 1.08 0.264 1.00 1.10 0.290 No 62 11.32 0.60 0.07 0.53 0.90 0.285 1.08 0.265 1.00 1.10 0.292 No 63 11.48 0.61 0.08 0.53 0.90 0.287 1.08 0.267 1.00 1.10 0.294 No 64 11.65 0.62 0.08 0.53 0.89 0.289 1.08 0.268 1.00 1.10 0.295 No 65 11.81 0.63 0.09 0.54 0.89 0.290 1.08 0.270 1.00 1.10 0.297 No 66 11.97 0.63 0.09 0.54 0.89 0.291 1.08 0.271 1.00 1.10 0.298 No 67 12.14 0.64 0.10 0.55 0.89 0.293 1.08 0.272 1.00 1.10 0.300 No 68 12.30 0.65 0.10 0.55 0.89 0.294 1.08 0.274 1.00 1.10 0.301 No 69 12.47 0.66 0.11 0.55 0.88 0.295 1.08 0.275 1.00 1.10 0.302 No 70 12.63 0.67 0.11 0.56 0.88 0.297 1.08 0.276 1.00 1.10 0.304 No 71 12.79 0.68 0.12 0.56 0.88 0.298 1.08 0.277 1.00 1.10 0.305 No 72 12.96 0.69 0.12 0.56 0.88 0.299 1.08 0.278 1.00 1.10 0.306 No 73 13.12 0.70 0.13 0.57 0.88 0.300 1.08 0.279 1.00 1.10 0.307 No 74 13.29 0.71 0.13 0.57 0.87 0.301 1.08 0.280 1.00 1.10 0.308 No 75 13.45 0.72 0.14 0.58 0.87 0.302 1.08 0.281 1.00 1.10 0.309 No 76 13.62 0.72 0.14 0.58 0.87 0.303 1.08 0.282 1.00 1.10 0.310 No 77 13.78 0.73 0.15 0.58 0.87 0.304 1.08 0.283 1.00 1.10 0.311 No 78 13.94 0.74 0.15 0.59 0.87 0.305 1.08 0.284 1.00 1.10 0.312 No 79 14.11 0.75 0.16 0.59 0.86 0.306 1.08 0.285 1.00 1.10 0.313 No 80 14.27 0.76 0.16 0.60 0.86 0.307 1.08 0.286 1.00 1.10 0.314 No 81 14.44 0.77 0.17 0.60 0.86 0.308 1.08 0.287 1.00 1.10 0.315 No 82 14.60 0.78 0.17 0.60 0.86 0.309 1.08 0.287 1.00 1.10 0.316 No 83 14.76 0.79 0.18 0.61 0.85 0.310 1.08 0.288 1.00 1.10 0.317 No 84 14.93 0.80 0.18 0.61 0.85 0.311 1.08 0.289 1.00 1.10 0.318 No 85 15.09 0.80 0.19 0.61 0.85 0.311 1.08 0.290 1.00 1.10 0.319 No 86 15.26 0.81 0.20 0.62 0.85 0.312 1.08 0.290 1.00 1.10 0.319 No 87 15.42 0.82 0.20 0.62 0.85 0.313 1.08 0.291 1.00 1.10 0.320 No 88 15.58 0.83 0.21 0.62 0.84 0.314 1.08 0.292 1.00 1.10 0.321 No 89 15.75 0.84 0.21 0.63 0.84 0.314 1.08 0.292 1.00 1.10 0.321 No 90 15.91 0.85 0.22 0.63 0.84 0.315 1.08 0.293 1.00 1.10 0.322 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 16 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
91 16.08 0.86 0.22 0.64 0.84 0.315 1.08 0.293 1.00 1.10 0.323 No 92 16.24 0.87 0.23 0.64 0.84 0.316 1.08 0.294 1.00 1.10 0.323 No 93 16.40 0.87 0.23 0.64 0.83 0.316 1.08 0.294 1.00 1.10 0.324 No 94 16.57 0.88 0.24 0.65 0.83 0.317 1.08 0.295 1.00 1.10 0.324 No 95 16.73 0.89 0.24 0.65 0.83 0.317 1.08 0.295 1.00 1.10 0.325 No 96 16.90 0.90 0.25 0.66 0.83 0.318 1.08 0.295 1.00 1.10 0.325 No 97 17.06 0.91 0.25 0.66 0.82 0.318 1.08 0.296 1.00 1.10 0.325 No 98 17.22 0.92 0.26 0.67 0.82 0.318 1.08 0.296 1.00 1.10 0.326 No 99 17.39 0.93 0.26 0.67 0.82 0.318 1.08 0.296 1.00 1.10 0.326 No 100 17.55 0.94 0.27 0.68 0.82 0.319 1.08 0.296 1.00 1.10 0.326 No 101 17.72 0.95 0.27 0.68 0.81 0.319 1.08 0.297 1.00 1.10 0.326 No 102 17.88 0.96 0.28 0.69 0.81 0.319 1.08 0.297 1.00 1.10 0.326 No 103 18.05 0.97 0.28 0.69 0.81 0.319 1.08 0.297 1.00 1.10 0.326 No 104 18.21 0.98 0.29 0.70 0.81 0.319 1.08 0.297 1.00 1.10 0.327 No 105 18.37 0.99 0.29 0.70 0.81 0.319 1.08 0.297 1.00 1.10 0.327 No 106 18.54 1.00 0.30 0.71 0.80 0.319 1.08 0.297 1.00 1.10 0.327 No 107 18.70 1.01 0.30 0.71 0.80 0.319 1.08 0.297 1.00 1.10 0.326 No 108 18.86 1.03 0.31 0.72 0.80 0.319 1.08 0.297 1.00 1.10 0.326 No 109 19.03 1.04 0.31 0.72 0.80 0.319 1.08 0.297 1.00 1.10 0.326 No 110 19.19 1.05 0.32 0.73 0.79 0.319 1.08 0.297 1.00 1.10 0.326 No 111 19.36 1.06 0.32 0.73 0.79 0.319 1.08 0.297 1.00 1.10 0.326 No 112 19.52 1.07 0.33 0.74 0.79 0.319 1.08 0.296 1.00 1.10 0.326 No 113 19.68 1.08 0.33 0.74 0.79 0.319 1.08 0.296 1.00 1.10 0.326 No 114 19.85 1.09 0.34 0.75 0.78 0.318 1.08 0.296 1.00 1.10 0.326 No 115 20.01 1.10 0.34 0.75 0.78 0.318 1.08 0.296 1.00 1.10 0.326 No 116 20.18 1.11 0.35 0.76 0.78 0.318 1.08 0.296 1.00 1.10 0.326 No 117 20.34 1.12 0.35 0.76 0.78 0.318 1.08 0.296 1.00 1.10 0.325 No 118 20.50 1.13 0.36 0.77 0.78 0.318 1.08 0.296 1.00 1.10 0.325 No 119 20.67 1.14 0.36 0.77 0.77 0.318 1.08 0.296 1.00 1.10 0.325 No 120 20.83 1.15 0.37 0.78 0.77 0.318 1.08 0.295 1.00 1.10 0.325 No 121 21.00 1.16 0.37 0.78 0.77 0.317 1.08 0.295 1.00 1.10 0.325 No 122 21.16 1.17 0.38 0.79 0.77 0.317 1.08 0.295 1.00 1.10 0.325 No 123 21.32 1.18 0.38 0.79 0.76 0.317 1.08 0.295 1.00 1.10 0.324 No 124 21.49 1.19 0.39 0.80 0.76 0.317 1.08 0.295 1.00 1.10 0.324 No 125 21.65 1.20 0.39 0.80 0.76 0.317 1.08 0.294 1.00 1.10 0.324 No 126 21.82 1.21 0.40 0.81 0.76 0.316 1.08 0.294 1.00 1.10 0.324 No 127 21.98 1.22 0.41 0.81 0.75 0.316 1.08 0.294 1.00 1.10 0.323 No 128 22.15 1.23 0.41 0.82 0.75 0.316 1.08 0.294 1.00 1.10 0.323 No 129 22.31 1.24 0.42 0.82 0.75 0.315 1.08 0.293 1.00 1.10 0.323 No 130 22.47 1.25 0.42 0.83 0.75 0.315 1.08 0.293 1.00 1.10 0.322 No 131 22.64 1.26 0.43 0.83 0.74 0.315 1.08 0.293 1.00 1.10 0.322 No 132 22.80 1.27 0.43 0.84 0.74 0.315 1.08 0.293 1.00 1.10 0.322 No 133 22.97 1.28 0.44 0.84 0.74 0.314 1.08 0.292 1.00 1.10 0.321 No 134 23.13 1.29 0.44 0.85 0.74 0.314 1.08 0.292 1.00 1.10 0.321 No 135 23.29 1.30 0.45 0.85 0.74 0.313 1.08 0.292 1.00 1.10 0.321 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 17 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
136 23.46 1.31 0.45 0.85 0.73 0.313 1.08 0.291 1.00 1.10 0.320 No 137 23.62 1.32 0.46 0.86 0.73 0.313 1.08 0.291 1.00 1.10 0.320 No 138 23.79 1.33 0.46 0.86 0.73 0.312 1.08 0.290 1.00 1.10 0.320 No 139 23.95 1.34 0.47 0.87 0.73 0.312 1.08 0.290 1.00 1.10 0.319 No 140 24.11 1.35 0.47 0.87 0.72 0.311 1.08 0.290 1.00 1.10 0.319 No 141 24.28 1.36 0.48 0.88 0.72 0.311 1.08 0.289 1.00 1.10 0.318 No 142 24.44 1.37 0.48 0.89 0.72 0.310 1.08 0.289 1.00 1.10 0.318 No 143 24.61 1.38 0.49 0.89 0.72 0.310 1.08 0.288 1.00 1.10 0.317 No 144 24.77 1.39 0.49 0.90 0.71 0.310 1.08 0.288 1.00 1.10 0.317 No 145 24.93 1.40 0.50 0.90 0.71 0.309 1.08 0.287 1.00 1.10 0.316 No 146 25.10 1.41 0.50 0.90 0.71 0.309 1.08 0.287 1.00 1.10 0.316 No 147 25.26 1.42 0.51 0.91 0.71 0.308 1.08 0.287 1.00 1.10 0.315 No 148 25.43 1.43 0.51 0.91 0.71 0.308 1.08 0.286 1.00 1.10 0.315 No 149 25.59 1.44 0.52 0.92 0.70 0.307 1.08 0.286 1.00 1.10 0.314 No 150 25.75 1.45 0.52 0.92 0.70 0.307 1.08 0.285 1.00 1.10 0.314 No 151 25.92 1.46 0.53 0.93 0.70 0.306 1.08 0.285 1.00 1.10 0.313 No 152 26.08 1.47 0.53 0.93 0.70 0.306 1.08 0.284 1.00 1.10 0.313 No 153 26.25 1.48 0.54 0.94 0.69 0.305 1.08 0.284 1.00 1.10 0.312 No 154 26.41 1.49 0.54 0.94 0.69 0.305 1.08 0.283 1.00 1.10 0.312 No 155 26.57 1.50 0.55 0.95 0.69 0.304 1.08 0.283 1.00 1.10 0.311 No 156 26.74 1.51 0.55 0.95 0.69 0.304 1.08 0.282 1.00 1.10 0.311 No 157 26.90 1.52 0.56 0.96 0.69 0.303 1.08 0.282 1.00 1.10 0.310 No 158 27.07 1.53 0.56 0.96 0.68 0.303 1.08 0.282 1.00 1.10 0.310 No 159 27.23 1.54 0.57 0.97 0.68 0.302 1.08 0.281 1.00 1.10 0.309 No 160 27.39 1.55 0.57 0.97 0.68 0.302 1.08 0.281 1.00 1.10 0.309 No 161 27.56 1.55 0.58 0.98 0.68 0.301 1.08 0.280 1.00 1.10 0.308 No 162 27.72 1.56 0.58 0.98 0.67 0.301 1.08 0.280 1.00 1.10 0.308 No 163 27.89 1.57 0.59 0.98 0.67 0.300 1.08 0.279 1.00 1.10 0.307 No 164 28.05 1.58 0.59 0.99 0.67 0.300 1.08 0.279 1.00 1.10 0.307 No 165 28.21 1.59 0.60 0.99 0.67 0.299 1.08 0.279 1.00 1.10 0.306 No 166 28.38 1.60 0.60 1.00 0.67 0.299 1.08 0.278 1.00 1.10 0.306 No 167 28.54 1.61 0.61 1.00 0.66 0.299 1.08 0.278 1.00 1.10 0.305 No 168 28.71 1.62 0.61 1.00 0.66 0.298 1.08 0.277 1.00 1.10 0.305 No 169 28.87 1.63 0.62 1.01 0.66 0.298 1.08 0.277 1.00 1.10 0.304 No 170 29.04 1.64 0.63 1.01 0.66 0.297 1.08 0.276 1.00 1.10 0.304 No 171 29.20 1.65 0.63 1.02 0.65 0.296 1.08 0.276 1.00 1.10 0.303 No 172 29.36 1.66 0.64 1.02 0.65 0.296 1.08 0.275 1.00 1.10 0.303 No 173 29.53 1.67 0.64 1.03 0.65 0.295 1.08 0.275 1.00 1.10 0.302 No 174 29.69 1.68 0.65 1.03 0.65 0.295 1.08 0.274 1.00 1.10 0.301 No 175 29.86 1.69 0.65 1.04 0.65 0.294 1.08 0.273 1.00 1.10 0.301 No 176 30.02 1.70 0.66 1.04 0.64 0.293 1.08 0.273 1.00 1.10 0.300 No 177 30.18 1.71 0.66 1.05 0.64 0.293 1.08 0.272 1.00 1.10 0.299 No 178 30.35 1.72 0.67 1.05 0.64 0.292 1.08 0.272 1.00 1.10 0.299 No 179 30.51 1.73 0.67 1.06 0.64 0.292 1.08 0.271 1.00 1.10 0.298 No 180 30.68 1.74 0.68 1.06 0.64 0.291 1.08 0.271 1.00 1.10 0.298 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 18 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
181 30.84 1.75 0.68 1.07 0.63 0.290 1.08 0.270 1.00 1.10 0.297 No 182 31.00 1.76 0.69 1.07 0.63 0.290 1.08 0.270 1.00 1.10 0.297 No 183 31.17 1.77 0.69 1.08 0.63 0.289 1.08 0.269 1.00 1.10 0.296 No 184 31.33 1.78 0.70 1.08 0.63 0.289 1.08 0.268 1.00 1.10 0.295 No 185 31.50 1.79 0.70 1.09 0.63 0.288 1.08 0.268 1.00 1.10 0.295 No 186 31.66 1.80 0.71 1.09 0.62 0.288 1.08 0.267 1.00 1.10 0.294 No 187 31.82 1.81 0.71 1.10 0.62 0.287 1.08 0.267 1.00 1.10 0.294 No 188 31.99 1.82 0.72 1.10 0.62 0.286 1.08 0.266 1.00 1.10 0.293 No 189 32.15 1.83 0.72 1.11 0.62 0.286 1.08 0.266 1.00 1.10 0.292 No 190 32.32 1.84 0.73 1.11 0.62 0.285 1.08 0.265 1.00 1.10 0.292 No 191 32.48 1.85 0.73 1.12 0.61 0.284 1.08 0.265 1.00 1.10 0.291 No 192 32.64 1.86 0.74 1.12 0.61 0.284 1.08 0.264 1.00 1.10 0.290 No 193 32.81 1.87 0.74 1.13 0.61 0.283 1.08 0.263 1.00 1.10 0.290 No 194 32.97 1.88 0.75 1.14 0.61 0.282 1.08 0.263 1.00 1.10 0.289 No 195 33.14 1.89 0.75 1.14 0.61 0.282 1.08 0.262 1.00 1.10 0.288 No 196 33.30 1.91 0.76 1.15 0.61 0.281 1.08 0.262 1.00 1.10 0.288 No 197 33.47 1.92 0.76 1.15 0.60 0.281 1.08 0.261 1.00 1.10 0.287 No 198 33.63 1.93 0.77 1.16 0.60 0.280 1.08 0.260 1.00 1.10 0.286 No 199 33.79 1.94 0.77 1.16 0.60 0.279 1.08 0.260 1.00 1.10 0.286 No 200 33.96 1.95 0.78 1.17 0.60 0.279 1.08 0.259 1.00 1.10 0.285 No 201 34.12 1.96 0.78 1.17 0.60 0.278 1.08 0.259 1.00 1.10 0.285 No 202 34.28 1.97 0.79 1.18 0.60 0.278 1.08 0.258 1.00 1.10 0.284 No 203 34.45 1.98 0.79 1.18 0.59 0.277 1.08 0.258 1.00 1.10 0.283 No 204 34.61 1.99 0.80 1.19 0.59 0.277 1.08 0.257 1.00 1.10 0.283 No 205 34.78 2.00 0.80 1.19 0.59 0.276 1.08 0.257 1.00 1.10 0.282 No 206 34.94 2.01 0.81 1.20 0.59 0.275 1.08 0.256 1.00 1.10 0.282 No 207 35.10 2.02 0.81 1.20 0.59 0.275 1.08 0.256 1.00 1.10 0.281 No 208 35.27 2.03 0.82 1.21 0.58 0.274 1.08 0.255 1.00 1.10 0.281 No 209 35.43 2.04 0.82 1.21 0.58 0.274 1.08 0.255 1.00 1.10 0.280 No 210 35.60 2.05 0.83 1.22 0.58 0.273 1.08 0.254 1.00 1.10 0.279 No 211 35.76 2.06 0.83 1.22 0.58 0.273 1.08 0.254 1.00 1.10 0.279 No 212 35.92 2.07 0.84 1.23 0.58 0.272 1.08 0.253 1.00 1.10 0.278 No 213 36.09 2.08 0.85 1.24 0.58 0.271 1.08 0.253 1.00 1.10 0.278 No 214 36.25 2.09 0.85 1.24 0.58 0.271 1.08 0.252 1.00 1.10 0.277 No 215 36.42 2.10 0.86 1.25 0.57 0.270 1.08 0.251 1.00 1.10 0.277 No 216 36.58 2.11 0.86 1.25 0.57 0.270 1.08 0.251 1.00 1.10 0.276 No 217 36.74 2.12 0.87 1.26 0.57 0.269 1.08 0.250 1.00 1.10 0.275 No 218 36.91 2.13 0.87 1.26 0.57 0.269 1.08 0.250 1.00 1.10 0.275 No 219 37.07 2.14 0.88 1.27 0.57 0.268 1.08 0.249 1.00 1.10 0.274 No 220 37.24 2.16 0.88 1.27 0.57 0.268 1.08 0.249 1.00 1.10 0.274 No 221 37.40 2.17 0.89 1.28 0.56 0.267 1.08 0.248 1.00 1.10 0.273 No 222 37.57 2.18 0.89 1.29 0.56 0.266 1.08 0.248 1.00 1.10 0.273 No 223 37.73 2.19 0.90 1.29 0.56 0.266 1.08 0.247 1.00 1.10 0.272 No 224 37.89 2.20 0.90 1.30 0.56 0.265 1.08 0.247 1.00 1.10 0.272 No 225 38.06 2.21 0.91 1.30 0.56 0.265 1.08 0.246 1.00 1.10 0.271 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 19 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
226 38.22 2.22 0.91 1.31 0.56 0.264 1.08 0.246 1.00 1.10 0.270 No 227 38.39 2.23 0.92 1.31 0.56 0.264 1.08 0.245 1.00 1.10 0.270 No 228 38.55 2.24 0.92 1.32 0.55 0.263 1.08 0.245 1.00 1.10 0.269 No 229 38.71 2.25 0.93 1.32 0.55 0.263 1.08 0.244 1.00 1.10 0.269 No 230 38.88 2.26 0.93 1.33 0.55 0.262 1.08 0.244 1.00 1.10 0.268 No 231 39.04 2.27 0.94 1.33 0.55 0.262 1.08 0.244 1.00 1.10 0.268 No 232 39.21 2.28 0.94 1.34 0.55 0.261 1.08 0.243 1.00 1.10 0.267 No 233 39.37 2.29 0.95 1.35 0.55 0.261 1.08 0.243 1.00 1.10 0.267 No 234 39.53 2.30 0.95 1.35 0.55 0.260 1.08 0.242 1.00 1.10 0.266 No 235 39.70 2.31 0.96 1.36 0.54 0.260 1.08 0.242 1.00 1.10 0.266 No 236 39.86 2.32 0.96 1.36 0.54 0.259 1.08 0.241 1.00 1.10 0.265 No 237 40.03 2.34 0.97 1.37 0.54 0.259 1.08 0.241 1.00 1.10 0.265 No 238 40.19 2.35 0.97 1.37 0.54 0.258 1.08 0.240 1.00 1.10 0.264 No 239 40.35 2.36 0.98 1.38 0.54 0.258 1.08 0.240 1.00 1.10 0.264 No 240 40.52 2.37 0.98 1.38 0.54 0.258 1.08 0.240 1.00 1.10 0.264 No 241 40.68 2.38 0.99 1.39 0.54 0.257 1.08 0.239 1.00 1.10 0.263 No 242 40.85 2.39 0.99 1.39 0.54 0.257 1.08 0.239 1.00 1.10 0.263 No 243 41.01 2.40 1.00 1.40 0.53 0.256 1.08 0.238 1.00 1.10 0.262 No 244 41.17 2.41 1.00 1.40 0.53 0.256 1.08 0.238 1.00 1.10 0.262 No 245 41.34 2.42 1.01 1.41 0.53 0.256 1.08 0.238 1.00 1.10 0.262 No 246 41.50 2.43 1.01 1.41 0.53 0.255 1.08 0.237 1.00 1.10 0.261 No 247 41.67 2.44 1.02 1.42 0.53 0.255 1.08 0.237 1.00 1.10 0.261 No 248 41.83 2.45 1.02 1.42 0.53 0.254 1.08 0.237 1.00 1.10 0.260 No 249 41.99 2.45 1.03 1.43 0.53 0.254 1.08 0.236 1.00 1.10 0.260 No 250 42.16 2.46 1.03 1.43 0.53 0.254 1.08 0.236 1.00 1.10 0.260 No 251 42.32 2.47 1.04 1.43 0.53 0.253 1.08 0.236 1.00 1.10 0.259 No 252 42.49 2.48 1.04 1.44 0.52 0.253 1.08 0.235 1.00 1.10 0.259 No 253 42.65 2.49 1.05 1.44 0.52 0.253 1.08 0.235 1.00 1.10 0.259 No 254 42.81 2.50 1.06 1.45 0.52 0.252 1.08 0.235 1.00 1.10 0.258 No 255 42.98 2.51 1.06 1.45 0.52 0.252 1.08 0.235 1.00 1.10 0.258 No 256 43.14 2.52 1.07 1.46 0.52 0.252 1.08 0.234 1.00 1.10 0.258 No 257 43.31 2.53 1.07 1.46 0.52 0.251 1.08 0.234 1.00 1.10 0.257 No 258 43.47 2.54 1.08 1.47 0.52 0.251 1.08 0.234 1.00 1.10 0.257 No 259 43.63 2.55 1.08 1.47 0.52 0.251 1.08 0.233 1.00 1.10 0.257 No 260 43.80 2.56 1.09 1.47 0.52 0.251 1.08 0.233 1.00 1.10 0.256 No 261 43.96 2.57 1.09 1.48 0.52 0.250 1.08 0.233 1.00 1.10 0.256 No 262 44.13 2.58 1.10 1.48 0.51 0.250 1.08 0.233 1.00 1.10 0.256 No 263 44.29 2.59 1.10 1.49 0.51 0.250 1.08 0.232 1.00 1.10 0.256 No 264 44.45 2.60 1.11 1.49 0.51 0.249 1.08 0.232 1.00 1.10 0.255 No 265 44.62 2.61 1.11 1.49 0.51 0.249 1.08 0.232 1.00 1.10 0.255 No 266 44.78 2.62 1.12 1.50 0.51 0.249 1.08 0.232 1.00 1.10 0.255 No 267 44.95 2.62 1.12 1.50 0.51 0.249 1.08 0.231 1.00 1.10 0.254 No 268 45.11 2.63 1.13 1.51 0.51 0.248 1.08 0.231 1.00 1.10 0.254 No 269 45.28 2.64 1.13 1.51 0.51 0.248 1.08 0.231 1.00 1.10 0.254 No 270 45.44 2.65 1.14 1.51 0.51 0.248 1.08 0.231 1.00 1.10 0.254 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 20 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User FS
271 45.60 2.66 1.14 1.52 0.51 0.248 1.08 0.230 1.00 1.10 0.253 No 272 45.77 2.67 1.15 1.52 0.50 0.247 1.08 0.230 1.00 1.10 0.253 No 273 45.93 2.68 1.15 1.53 0.50 0.247 1.08 0.230 1.00 1.10 0.253 No 274 46.10 2.69 1.16 1.53 0.50 0.247 1.08 0.230 1.00 1.10 0.253 No 275 46.26 2.70 1.16 1.54 0.50 0.247 1.08 0.229 1.00 1.10 0.252 No 276 46.42 2.71 1.17 1.54 0.50 0.246 1.08 0.229 1.00 1.10 0.252 No 277 46.59 2.72 1.17 1.55 0.50 0.246 1.08 0.229 1.00 1.10 0.252 No 278 46.75 2.73 1.18 1.55 0.50 0.246 1.08 0.229 1.00 1.10 0.252 No 279 46.92 2.74 1.18 1.55 0.50 0.246 1.08 0.228 1.00 1.10 0.251 No 280 47.08 2.75 1.19 1.56 0.50 0.245 1.08 0.228 1.00 1.10 0.251 No 281 47.24 2.76 1.19 1.56 0.50 0.245 1.08 0.228 1.00 1.10 0.251 No 282 47.41 2.76 1.20 1.57 0.50 0.245 1.08 0.228 1.00 1.10 0.251 No 283 47.57 2.77 1.20 1.57 0.50 0.245 1.08 0.228 1.00 1.10 0.250 No 284 47.74 2.78 1.21 1.57 0.50 0.245 1.08 0.227 1.00 1.10 0.250 No 285 47.90 2.79 1.21 1.58 0.49 0.244 1.08 0.227 1.00 1.10 0.250 No 286 48.06 2.80 1.22 1.58 0.49 0.244 1.08 0.227 1.00 1.10 0.250 No 287 48.23 2.81 1.22 1.59 0.49 0.244 1.08 0.227 1.00 1.10 0.250 No 288 48.39 2.82 1.23 1.59 0.49 0.244 1.08 0.227 1.00 1.10 0.249 No 289 48.56 2.83 1.23 1.60 0.49 0.243 1.08 0.226 1.00 1.10 0.249 No 290 48.72 2.84 1.24 1.60 0.49 0.243 1.08 0.226 1.00 1.10 0.249 No 291 48.88 2.85 1.24 1.61 0.49 0.243 1.08 0.226 1.00 1.10 0.249 No 292 49.05 2.86 1.25 1.61 0.49 0.243 1.08 0.226 1.00 1.10 0.248 No 293 49.21 2.87 1.25 1.62 0.49 0.243 1.08 0.226 1.00 1.10 0.248 No 294 49.38 2.88 1.26 1.62 0.49 0.242 1.08 0.225 1.00 1.10 0.248 No 295 49.54 2.89 1.26 1.63 0.49 0.242 1.08 0.225 1.00 1.10 0.248 No 296 49.70 2.90 1.27 1.63 0.49 0.242 1.08 0.225 1.00 1.10 0.248 No 297 49.87 2.91 1.28 1.64 0.49 0.242 1.08 0.225 1.00 1.10 0.247 No 298 50.03 2.92 1.28 1.64 0.49 0.242 1.08 0.225 1.00 1.10 0.247 No 299 50.20 2.93 1.29 1.64 0.48 0.241 1.08 0.224 1.00 1.10 0.247 No Depth:
σv:
u0:
σv':
rd:
CSR:
MSF:
CSReq:
Kσ:
CSR*:
Depth from free surface, at which CPT was performed (ft) Total overburden pressure at test point (tsf)
Water pressure at test point (tsf)
Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor
Cyclic Stress Ratio
Magnitude Scaling Factor
CSR adjusted for M=7.5
Effective overburden stress factor
CSR fully adjusted
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 21 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data ::
Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
1 1.31 18.47 0.07 0.59 1.70 33.42 7.20 40.62 4.000 No No 2.00 2 1.48 16.96 0.08 0.60 1.70 27.27 9.97 37.24 4.000 No No 2.00 3 1.64 14.72 0.09 0.56 1.70 25.74 16.91 42.65 4.000 No Yes 2.00 4 1.80 13.33 0.10 0.57 1.70 22.02 21.09 43.10 4.000 No Yes 2.00 5 1.97 12.18 0.11 0.58 1.70 20.21 21.60 41.82 4.000 No Yes 2.00 6 2.13 11.49 0.11 0.62 1.70 19.87 15.66 35.54 4.000 No Yes 2.00 7 2.30 11.18 0.12 0.66 1.70 18.48 11.31 29.79 4.000 No Yes 2.00 8 2.46 11.05 0.13 0.69 1.70 18.61 7.84 26.45 4.000 No No 2.00 9 2.63 11.41 0.14 0.71 1.70 19.21 5.50 24.71 4.000 No No 2.00 10 2.79 11.90 0.15 0.73 1.70 20.32 3.45 23.76 4.000 No No 2.00 11 2.95 12.79 0.16 0.75 1.70 21.16 2.23 23.39 4.000 No No 2.00 12 3.12 14.05 0.16 0.75 1.70 23.73 1.07 24.80 4.000 No No 2.00 13 3.28 15.73 0.17 0.75 1.70 26.76 0.23 26.98 4.000 No No 2.00 14 3.44 17.43 0.18 0.76 1.70 29.72 0.00 29.72 4.000 No No 2.00 15 3.61 18.63 0.19 0.75 1.70 32.38 0.00 32.38 4.000 No No 2.00 16 3.77 19.69 0.20 0.73 1.70 32.86 0.00 32.86 4.000 No No 2.00 17 3.94 19.98 0.20 0.70 1.70 35.16 0.36 35.51 4.000 No No 2.00 18 4.10 20.31 0.21 0.69 1.70 33.86 0.90 34.77 4.000 No No 2.00 19 4.26 19.91 0.22 0.67 1.70 34.54 1.55 36.09 4.000 No No 2.00 20 4.43 19.84 0.23 0.67 1.70 33.10 2.04 35.14 4.000 No No 2.00 21 4.59 19.56 0.24 0.66 1.70 33.51 2.37 35.87 4.000 No No 2.00 22 4.76 19.72 0.25 0.67 1.70 33.12 2.22 35.34 4.000 No No 2.00 23 4.92 20.35 0.25 0.67 1.70 33.95 1.94 35.89 4.000 No No 2.00 24 5.08 21.69 0.26 0.67 1.70 36.70 1.47 38.18 4.000 No No 2.00 25 5.25 23.37 0.27 0.66 1.70 39.93 1.15 41.08 4.000 No No 2.00 26 5.41 24.88 0.28 0.66 1.70 42.53 0.78 43.31 4.000 No No 2.00 27 5.58 26.37 0.29 0.67 1.70 44.42 0.44 44.86 4.000 No No 2.00 28 5.74 28.42 0.30 0.67 1.70 47.50 0.08 47.58 4.000 No No 2.00 29 5.91 31.51 0.31 0.67 1.70 53.02 0.00 53.02 4.000 No No 2.00 30 6.07 35.15 0.31 0.68 1.70 60.18 0.00 60.18 4.000 No No 2.00 31 6.23 38.56 0.32 0.69 1.70 66.05 0.00 66.05 4.000 No No 2.00 32 6.40 41.16 0.33 0.69 1.70 70.41 0.00 70.41 4.000 No No 2.00 33 6.56 42.78 0.34 0.68 1.70 73.46 0.00 73.46 4.000 No No 2.00 34 6.73 43.16 0.35 0.66 1.70 74.29 0.00 74.29 4.000 No No 2.00 35 6.89 41.96 0.36 0.64 1.70 72.33 0.00 72.33 4.000 No No 2.00 36 7.05 39.31 0.37 0.61 1.70 67.39 0.50 67.89 4.000 No No 2.00 37 7.22 36.04 0.38 0.59 1.70 60.74 1.78 62.52 4.000 No No 2.00 38 7.38 33.75 0.38 0.57 1.70 55.67 3.10 58.78 4.000 No No 2.00 39 7.55 33.49 0.39 0.56 1.70 55.71 3.80 59.50 4.000 No No 2.00 40 7.71 34.75 0.40 0.55 1.70 59.43 3.75 63.19 4.000 No No 2.00 41 7.87 36.40 0.41 0.56 1.69 61.87 3.23 65.10 4.000 No No 2.00 42 8.04 38.58 0.42 0.57 1.69 63.90 2.34 66.24 4.000 No No 2.00 43 8.20 41.46 0.43 0.59 1.69 70.35 1.31 71.66 4.000 No No 2.00 44 8.37 43.50 0.44 0.60 1.69 76.29 0.62 76.90 4.000 No No 2.00 45 8.53 43.39 0.45 0.61 1.68 73.81 0.43 74.24 4.000 No No 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 22 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
46 8.69 41.04 0.46 0.61 1.67 68.85 0.48 69.33 4.000 No No 2.00 47 8.86 38.24 0.47 0.61 1.65 62.99 0.80 63.80 4.000 No No 2.00 48 9.02 35.58 0.47 0.61 1.63 57.88 1.19 59.07 0.093 No No 0.35 49 9.19 33.57 0.48 0.61 1.61 53.37 1.78 55.15 0.087 No No 0.33 50 9.35 32.63 0.49 0.61 1.60 51.32 1.70 53.02 0.085 No No 0.31 51 9.51 32.89 0.50 0.62 1.59 51.78 1.50 53.28 0.085 No No 0.31 52 9.68 34.32 0.51 0.62 1.58 53.55 1.10 54.65 0.087 No No 0.32 53 9.84 36.11 0.52 0.62 1.56 56.60 0.99 57.59 0.091 No No 0.33 54 10.01 37.22 0.53 0.62 1.54 58.45 0.88 59.33 0.094 No No 0.34 55 10.17 37.38 0.54 0.62 1.53 56.97 0.84 57.81 0.092 No No 0.33 56 10.34 36.69 0.55 0.62 1.51 55.78 0.87 56.65 0.090 No No 0.32 57 10.50 33.96 0.55 0.62 1.50 53.80 1.12 54.92 0.087 No No 0.31 58 10.66 33.90 0.56 0.65 1.51 43.96 0.96 44.93 0.075 No No 0.26 59 10.83 34.12 0.57 0.63 1.47 53.98 0.89 54.87 0.087 No No 0.30 60 10.99 37.18 0.58 0.64 1.47 53.72 0.57 54.29 0.087 No No 0.30 61 11.15 39.11 0.58 0.64 1.46 55.98 0.36 56.34 0.090 No No 0.31 62 11.32 43.22 0.59 0.64 1.46 61.93 0.00 61.93 0.098 No No 0.34 63 11.48 47.91 0.59 0.64 1.45 71.04 0.00 71.04 0.112 No No 0.38 64 11.65 51.77 0.60 0.63 1.44 75.27 0.00 75.27 0.120 No No 0.41 65 11.81 53.18 0.60 0.61 1.41 76.22 0.31 76.53 0.123 No No 0.41 66 11.97 52.99 0.60 0.60 1.40 74.27 0.73 75.01 0.120 No No 0.40 67 12.14 52.11 0.61 0.61 1.40 72.48 0.45 72.93 0.116 No No 0.39 68 12.30 52.01 0.61 0.63 1.42 72.73 0.00 72.73 0.115 No No 0.38 69 12.47 51.56 0.62 0.64 1.41 74.68 0.00 74.68 0.119 No No 0.39 70 12.63 50.45 0.62 0.64 1.41 70.80 0.00 70.80 0.112 No No 0.37 71 12.79 49.06 0.62 0.63 1.40 67.16 0.00 67.16 0.106 No No 0.35 72 12.96 49.09 0.63 0.63 1.39 67.78 0.00 67.78 0.107 No No 0.35 73 13.12 50.56 0.63 0.63 1.38 69.75 0.01 69.76 0.111 No No 0.36 74 13.29 51.89 0.63 0.62 1.37 72.12 0.00 72.12 0.115 No No 0.37 75 13.45 52.88 0.64 0.63 1.38 72.51 0.00 72.51 0.115 No No 0.37 76 13.62 54.37 0.64 0.65 1.38 73.81 0.00 73.81 0.117 No No 0.38 77 13.78 56.49 0.65 0.66 1.38 78.71 0.00 78.71 0.126 No No 0.40 78 13.94 58.54 0.65 0.67 1.39 81.87 0.00 81.87 0.132 No No 0.42 79 14.11 57.93 0.65 0.68 1.39 82.60 0.00 82.60 0.133 No No 0.42 80 14.27 57.50 0.66 0.68 1.38 76.25 0.00 76.25 0.121 No No 0.38 81 14.44 57.53 0.66 0.67 1.37 79.04 0.00 79.04 0.126 No No 0.40 82 14.60 58.65 0.67 0.66 1.36 80.92 0.00 80.92 0.130 No No 0.41 83 14.76 52.39 0.67 0.65 1.35 78.74 0.00 78.74 0.126 No No 0.40 84 14.93 39.14 0.67 0.66 1.35 52.38 0.13 52.51 0.085 No No 0.27 85 15.09 24.64 0.68 0.69 1.36 27.13 2.80 29.93 0.059 No No 0.19 86 15.26 15.44 0.68 0.67 1.35 20.11 8.40 28.51 0.056 No No 0.18 87 15.42 13.10 0.68 0.71 1.36 15.37 11.40 26.77 4.000 No Yes 2.00 88 15.58 15.15 0.69 0.70 1.35 17.26 9.46 26.72 0.055 No No 0.17 89 15.75 19.03 0.69 0.64 1.31 27.61 6.03 33.64 0.061 No No 0.19 90 15.91 22.17 0.69 0.63 1.30 29.64 5.66 35.30 0.063 No No 0.20 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 23 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
91 16.08 22.50 0.70 0.62 1.29 28.35 7.42 35.77 0.063 No No 0.19 92 16.24 21.86 0.70 0.59 1.27 27.65 11.06 38.71 0.064 No No 0.20 93 16.40 21.42 0.71 0.57 1.26 26.14 14.37 40.51 0.064 No No 0.20 94 16.57 21.79 0.71 0.55 1.25 25.87 18.61 44.48 0.066 No No 0.20 95 16.73 25.03 0.71 0.52 1.23 28.20 21.24 49.44 0.070 No No 0.21 96 16.90 30.12 0.72 0.48 1.20 36.55 21.85 58.40 0.080 No No 0.25 97 17.06 36.90 0.72 0.46 1.19 42.52 20.79 63.31 0.088 No No 0.27 98 17.22 55.27 0.73 0.48 1.20 50.77 13.91 64.67 0.094 No No 0.29 99 17.39 83.19 0.73 0.45 1.18 99.74 8.17 107.91 0.201 No No 0.62 100 17.55 109.57 0.74 0.45 1.18 141.30 5.41 146.70 0.389 No No 1.19 101 17.72 114.88 0.74 0.45 1.17 144.10 5.40 149.50 0.408 No No 1.25 102 17.88 100.73 0.75 0.44 1.16 118.65 8.05 126.70 0.278 No No 0.85 103 18.05 79.96 0.75 0.41 1.15 89.18 15.80 104.98 0.188 No No 0.58 104 18.21 72.59 0.76 0.39 1.14 68.93 24.50 93.43 0.146 No No 0.45 105 18.37 84.33 0.76 0.36 1.12 89.55 27.92 117.47 0.227 No No 0.69 106 18.54 113.88 0.77 0.35 1.12 126.08 22.36 148.44 0.417 No No 1.28 107 18.70 129.48 0.77 0.34 1.11 165.56 20.65 186.21 0.857 No No 2.00 108 18.86 114.36 0.78 0.34 1.11 140.28 23.32 163.59 0.559 No No 1.71 109 19.03 76.52 0.79 0.35 1.11 74.94 35.30 110.23 0.188 No No 0.58 110 19.19 42.83 0.79 0.37 1.11 39.64 48.20 87.84 4.000 No Yes 2.00 111 19.36 29.03 0.80 0.39 1.12 28.51 48.20 76.71 4.000 No Yes 2.00 112 19.52 27.23 0.80 0.37 1.11 28.91 48.19 77.10 4.000 No Yes 2.00 113 19.68 28.50 0.81 0.36 1.10 33.26 48.18 81.45 4.000 No Yes 2.00 114 19.85 29.18 0.81 0.37 1.10 32.27 48.18 80.45 4.000 No Yes 2.00 115 20.01 27.48 0.82 0.38 1.10 30.94 48.17 79.11 4.000 No Yes 2.00 116 20.18 27.39 0.82 0.43 1.11 27.86 48.16 76.02 4.000 No Yes 2.00 117 20.34 28.39 0.83 0.43 1.11 31.97 46.17 78.14 4.000 No Yes 2.00 118 20.50 30.88 0.83 0.45 1.11 34.25 35.45 69.70 4.000 No Yes 2.00 119 20.67 34.18 0.84 0.45 1.11 35.80 30.05 65.86 0.085 No No 0.26 120 20.83 38.12 0.84 0.44 1.11 42.53 26.10 68.62 0.092 No No 0.28 121 21.00 38.83 0.85 0.43 1.10 46.47 25.96 72.43 0.099 No No 0.30 122 21.16 34.22 0.85 0.44 1.10 37.67 32.52 70.19 4.000 No Yes 2.00 123 21.32 25.97 0.85 0.45 1.10 27.49 48.10 75.59 4.000 No Yes 2.00 124 21.49 19.86 0.86 0.48 1.10 19.93 48.08 68.01 4.000 No Yes 2.00 125 21.65 21.21 0.86 0.51 1.11 17.94 48.07 66.01 4.000 No Yes 2.00 126 21.82 30.69 0.87 0.43 1.09 31.55 45.93 77.49 4.000 No Yes 2.00 127 21.98 36.29 0.87 0.37 1.07 50.03 44.53 94.56 4.000 No Yes 2.00 128 22.15 33.86 0.88 0.41 1.08 35.76 48.02 83.78 4.000 No Yes 2.00 129 22.31 25.23 0.88 0.45 1.08 23.72 48.00 71.73 4.000 No Yes 2.00 130 22.47 23.15 0.89 0.48 1.09 22.52 47.99 70.51 4.000 No Yes 2.00 131 22.64 25.01 0.89 0.46 1.08 28.95 41.65 70.60 4.000 No Yes 2.00 132 22.80 35.49 0.90 0.50 1.08 29.64 26.34 55.98 0.074 No No 0.23 133 22.97 51.25 0.90 0.45 1.07 55.80 16.62 72.42 0.106 No No 0.33 134 23.13 65.18 0.91 0.45 1.07 79.34 10.60 89.93 0.147 No No 0.46 135 23.29 63.11 0.91 0.46 1.07 74.09 9.84 83.93 0.134 No No 0.42 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 24 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
136 23.46 48.03 0.92 0.47 1.07 49.12 16.06 65.18 0.094 No No 0.29 137 23.62 31.40 0.92 0.45 1.06 30.85 38.42 69.28 4.000 No Yes 2.00 138 23.79 21.98 0.93 0.46 1.06 20.57 47.83 68.40 4.000 No Yes 2.00 139 23.95 19.15 0.93 0.43 1.06 18.66 47.80 66.46 4.000 No Yes 2.00 140 24.11 22.36 0.94 0.40 1.05 21.47 47.78 69.25 4.000 No Yes 2.00 141 24.28 30.51 0.94 0.36 1.04 30.19 47.75 77.93 4.000 No Yes 2.00 142 24.44 36.82 0.95 0.34 1.04 43.68 47.72 91.40 4.000 No Yes 2.00 143 24.61 40.05 0.95 0.39 1.04 41.04 47.69 88.73 4.000 No Yes 2.00 144 24.77 41.73 0.96 0.45 1.05 40.46 24.32 64.78 0.087 No No 0.28 145 24.93 46.02 0.96 0.47 1.05 49.28 16.17 65.45 0.094 No No 0.30 146 25.10 50.57 0.97 0.45 1.04 54.48 16.06 70.55 0.103 No No 0.33 147 25.26 51.86 0.97 0.44 1.04 54.34 18.36 72.69 0.105 No No 0.33 148 25.43 50.72 0.98 0.44 1.04 52.88 19.26 72.14 0.104 No No 0.33 149 25.59 47.63 0.98 0.43 1.03 50.47 23.13 73.60 0.103 No No 0.33 150 25.75 42.82 0.99 0.44 1.03 44.46 24.16 68.63 0.094 No No 0.30 151 25.92 38.12 0.99 0.45 1.03 37.73 27.03 64.76 0.086 No No 0.27 152 26.08 35.62 1.00 0.46 1.03 35.78 28.62 64.40 4.000 No Yes 2.00 153 26.25 36.45 1.00 0.44 1.02 36.50 33.47 69.97 4.000 No Yes 2.00 154 26.41 35.40 1.01 0.41 1.02 39.92 41.03 80.95 4.000 No Yes 2.00 155 26.57 33.16 1.01 0.43 1.02 32.30 47.36 79.66 4.000 No Yes 2.00 156 26.74 26.72 1.02 0.42 1.02 29.42 47.33 76.75 4.000 No Yes 2.00 157 26.90 21.75 1.02 0.48 1.02 20.12 47.30 67.42 4.000 No Yes 2.00 158 27.07 17.49 1.02 0.51 1.02 17.01 47.27 64.28 4.000 No Yes 2.00 159 27.23 16.89 1.03 0.53 1.01 16.32 47.24 63.56 4.000 No Yes 2.00 160 27.39 17.74 1.03 0.53 1.01 18.15 47.21 65.36 4.000 No Yes 2.00 161 27.56 19.19 1.04 0.55 1.01 19.42 32.81 52.22 4.000 No Yes 2.00 162 27.72 20.57 1.04 0.60 1.01 20.55 18.51 39.06 4.000 No Yes 2.00 163 27.89 24.83 1.05 0.65 1.01 22.17 8.93 31.11 0.058 No No 0.19 164 28.05 37.01 1.05 0.66 1.01 32.08 2.61 34.69 0.064 No No 0.21 165 28.21 52.16 1.05 0.64 1.00 56.58 0.45 57.02 0.091 No No 0.30 166 28.38 59.71 1.06 0.64 1.00 66.88 0.00 66.88 0.106 No No 0.34 167 28.54 55.33 1.06 0.64 1.00 54.04 0.43 54.46 0.087 No No 0.29 168 28.71 44.81 1.07 0.59 1.00 43.25 4.32 47.57 0.076 No No 0.25 169 28.87 36.89 1.07 0.52 0.99 35.55 15.01 50.56 0.074 No No 0.24 170 29.04 31.36 1.08 0.46 0.99 30.46 37.90 68.35 4.000 No Yes 2.00 171 29.20 27.91 1.08 0.42 0.99 26.73 46.89 73.62 4.000 No Yes 2.00 172 29.36 26.98 1.09 0.41 0.99 25.15 46.85 72.00 4.000 No Yes 2.00 173 29.53 30.16 1.09 0.39 0.99 27.51 46.82 74.33 4.000 No Yes 2.00 174 29.69 34.28 1.10 0.37 0.99 35.97 46.78 82.75 4.000 No Yes 2.00 175 29.86 36.27 1.10 0.38 0.98 37.16 46.74 83.90 4.000 No Yes 2.00 176 30.02 35.33 1.11 0.41 0.98 33.13 46.71 79.83 4.000 No Yes 2.00 177 30.18 32.51 1.11 0.43 0.98 32.87 45.97 78.84 4.000 No Yes 2.00 178 30.35 30.62 1.12 0.45 0.98 28.47 43.63 72.10 4.000 No Yes 2.00 179 30.51 29.09 1.12 0.46 0.97 27.29 45.70 72.99 4.000 No Yes 2.00 180 30.68 29.70 1.13 0.45 0.97 28.07 46.57 74.64 4.000 No Yes 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 25 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
181 30.84 31.68 1.13 0.44 0.97 30.01 46.53 76.54 4.000 No Yes 2.00 182 31.00 36.66 1.14 0.44 0.97 32.68 40.57 73.25 4.000 No Yes 2.00 183 31.17 45.07 1.14 0.43 0.97 42.22 29.85 72.07 0.096 No No 0.32 184 31.33 49.32 1.14 0.42 0.97 54.47 22.65 77.12 0.111 No No 0.38 185 31.50 49.61 1.15 0.46 0.96 44.95 19.60 64.55 0.091 No No 0.31 186 31.66 50.64 1.15 0.47 0.96 42.67 17.67 60.34 0.086 No No 0.29 187 31.82 66.54 1.16 0.46 0.96 56.45 14.49 70.94 0.105 No No 0.36 188 31.99 105.26 1.16 0.43 0.96 89.75 11.88 101.63 0.181 No No 0.62 189 32.15 152.62 1.17 0.39 0.96 154.78 11.20 165.98 0.566 No No 1.93 190 32.32 193.84 1.18 0.39 0.96 193.69 9.48 203.17 1.085 No No 2.00 191 32.48 213.18 1.18 0.39 0.96 209.23 8.42 217.65 1.386 No No 2.00 192 32.64 218.38 1.19 0.39 0.96 209.62 8.33 217.95 1.392 No No 2.00 193 32.81 212.89 1.19 0.38 0.96 207.83 10.40 218.23 1.440 No No 2.00 194 32.97 201.32 1.20 0.36 0.96 193.16 13.40 206.56 1.208 No No 2.00 195 33.14 189.26 1.20 0.37 0.95 175.94 12.10 188.04 0.850 No No 2.00 196 33.30 182.98 1.21 0.40 0.95 171.80 8.95 180.75 0.725 No No 2.00 197 33.47 184.02 1.21 0.46 0.94 171.93 3.96 175.89 0.636 No No 2.00 198 33.63 186.81 1.22 0.48 0.93 175.26 2.42 177.68 0.647 No No 2.00 199 33.79 187.43 1.23 0.49 0.93 176.56 2.31 178.87 0.659 No No 2.00 200 33.96 183.42 1.23 0.46 0.93 172.52 3.67 176.19 0.638 No No 2.00 201 34.12 175.90 1.24 0.44 0.93 164.14 5.38 169.52 0.578 No No 2.00 202 34.28 165.98 1.24 0.43 0.93 155.85 6.19 162.04 0.511 No No 1.80 203 34.45 158.47 1.25 0.45 0.93 144.27 5.49 149.75 0.412 No No 1.45 204 34.61 154.51 1.25 0.46 0.93 141.74 4.53 146.27 0.387 No No 1.37 205 34.78 155.87 1.26 0.48 0.92 142.82 3.36 146.18 0.384 No No 1.36 206 34.94 159.33 1.26 0.49 0.92 146.04 2.51 148.56 0.397 No No 1.41 207 35.10 166.53 1.27 0.51 0.91 149.24 1.74 150.98 0.412 No No 1.46 208 35.27 167.54 1.27 0.50 0.91 161.23 2.07 163.30 0.507 No No 1.81 209 35.43 159.67 1.28 0.47 0.92 148.62 3.81 152.43 0.427 No No 1.53 210 35.60 156.70 1.28 0.46 0.92 128.23 5.55 133.78 0.314 No No 1.12 211 35.76 181.13 1.29 0.46 0.91 153.21 4.07 157.28 0.465 No No 1.67 212 35.92 234.84 1.29 0.48 0.91 213.84 1.83 215.67 1.220 No No 2.00 213 36.09 299.91 1.30 0.51 0.90 271.21 0.31 271.52 3.047 No No 2.00 214 36.25 349.29 1.30 0.50 0.90 326.88 0.28 327.17 4.000 No No 2.00 215 36.42 370.40 1.31 0.48 0.90 346.17 0.79 346.96 4.000 No No 2.00 216 36.58 363.58 1.31 0.46 0.91 329.79 1.92 331.71 4.000 No No 2.00 217 36.74 348.73 1.32 0.46 0.90 309.48 2.09 311.58 4.000 No No 2.00 218 36.91 339.35 1.33 0.48 0.90 304.61 1.35 305.96 4.000 No No 2.00 219 37.07 338.65 1.33 0.51 0.89 298.96 0.15 299.12 4.000 No No 2.00 220 37.24 341.33 1.34 0.51 0.89 302.49 0.32 302.81 4.000 No No 2.00 221 37.40 348.75 1.34 0.48 0.89 309.36 0.98 310.34 4.000 No No 2.00 222 37.57 342.84 1.35 0.46 0.89 320.67 1.96 322.63 4.000 No No 2.00 223 37.73 342.66 1.35 0.45 0.89 288.47 2.50 290.97 4.000 No No 2.00 224 37.89 341.09 1.36 0.45 0.89 309.79 2.55 312.33 4.000 No No 2.00 225 38.06 358.39 1.36 0.47 0.89 313.59 1.45 315.04 4.000 No No 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 26 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
226 38.22 372.99 1.37 0.53 0.87 326.22 0.00 326.22 4.000 No No 2.00 227 38.39 391.40 1.38 0.59 0.86 334.35 0.00 334.35 4.000 No No 2.00 228 38.55 408.33 1.38 0.60 0.85 348.58 0.00 348.58 4.000 No No 2.00 229 38.71 421.40 1.39 0.56 0.86 365.26 0.00 365.26 4.000 No No 2.00 230 38.88 427.31 1.39 0.55 0.86 369.12 0.00 369.12 4.000 No No 2.00 231 39.04 418.90 1.40 0.55 0.86 365.69 0.00 365.69 4.000 No No 2.00 232 39.21 401.54 1.40 0.54 0.86 343.07 0.00 343.07 4.000 No No 2.00 233 39.37 389.68 1.41 0.54 0.86 323.72 0.00 323.72 4.000 No No 2.00 234 39.53 393.48 1.41 0.54 0.85 334.21 0.00 334.21 4.000 No No 2.00 235 39.70 408.36 1.42 0.55 0.85 350.44 0.00 350.44 4.000 No No 2.00 236 39.86 418.10 1.42 0.55 0.85 358.71 0.00 358.71 4.000 No No 2.00 237 40.03 402.57 1.43 0.54 0.85 356.92 0.00 356.92 4.000 No No 2.00 238 40.19 338.71 1.43 0.53 0.85 310.77 0.00 310.77 4.000 No No 2.00 239 40.35 235.90 1.44 0.51 0.86 197.25 1.10 198.35 0.903 No No 2.00 240 40.52 139.85 1.45 0.49 0.86 95.88 4.38 100.26 0.179 No No 0.68 241 40.68 78.81 1.45 0.47 0.86 66.24 9.81 76.05 0.118 No No 0.45 242 40.85 53.51 1.45 0.50 0.85 40.39 13.69 54.08 0.080 No No 0.31 243 41.01 38.50 1.46 0.52 0.85 29.85 19.52 49.37 4.000 No Yes 2.00 244 41.17 32.89 1.46 0.52 0.85 26.50 23.79 50.29 4.000 No Yes 2.00 245 41.34 32.73 1.47 0.50 0.85 25.81 30.10 55.91 4.000 No Yes 2.00 246 41.50 32.94 1.47 0.46 0.86 30.24 33.35 63.59 4.000 No Yes 2.00 247 41.67 33.03 1.48 0.47 0.85 27.04 36.26 63.30 4.000 No Yes 2.00 248 41.83 30.19 1.48 0.48 0.85 25.92 36.65 62.57 4.000 No Yes 2.00 249 41.99 27.66 1.49 0.51 0.84 22.29 34.76 57.05 4.000 No Yes 2.00 250 42.16 25.19 1.49 0.54 0.83 20.21 32.08 52.29 4.000 No Yes 2.00 251 42.32 23.43 1.50 0.57 0.82 19.10 28.00 47.10 4.000 No Yes 2.00 252 42.49 21.95 1.50 0.59 0.81 17.40 27.07 44.47 4.000 No Yes 2.00 253 42.65 19.74 1.51 0.60 0.81 16.22 29.36 45.59 4.000 No Yes 2.00 254 42.81 18.07 1.51 0.62 0.80 13.38 36.79 50.16 4.000 No Yes 2.00 255 42.98 17.26 1.51 0.61 0.80 13.15 43.23 56.37 4.000 No Yes 2.00 256 43.14 17.90 1.52 0.60 0.81 14.15 42.48 56.63 4.000 No Yes 2.00 257 43.31 18.53 1.52 0.59 0.81 15.00 39.60 54.59 4.000 No Yes 2.00 258 43.47 17.92 1.53 0.60 0.80 14.68 38.74 53.42 4.000 No Yes 2.00 259 43.63 16.35 1.53 0.63 0.79 12.48 40.30 52.78 4.000 No Yes 2.00 260 43.80 14.65 1.54 0.67 0.78 10.89 41.91 52.80 4.000 No Yes 2.00 261 43.96 13.79 1.54 0.69 0.77 10.21 41.86 52.07 4.000 No Yes 2.00 262 44.13 14.30 1.54 0.70 0.77 10.14 38.05 48.19 4.000 No Yes 2.00 263 44.29 15.62 1.55 0.66 0.78 11.94 33.71 45.65 4.000 No Yes 2.00 264 44.45 17.01 1.55 0.64 0.78 13.31 29.95 43.26 4.000 No Yes 2.00 265 44.62 17.46 1.56 0.65 0.78 13.46 27.60 41.07 4.000 No Yes 2.00 266 44.78 17.37 1.56 0.67 0.77 12.86 25.34 38.21 4.000 No Yes 2.00 267 44.95 17.72 1.57 0.68 0.76 12.83 21.79 34.61 4.000 No Yes 2.00 268 45.11 19.60 1.57 0.68 0.76 13.99 17.53 31.52 4.000 No Yes 2.00 269 45.28 20.08 1.57 0.63 0.78 17.46 17.38 34.84 4.000 No Yes 2.00 270 45.44 19.26 1.58 0.67 0.77 14.00 20.42 34.42 4.000 No Yes 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 27 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt
(tsf)
qc,1 Δqc
(tsf)
c Cq qc,1,mod
(tsf)
CRR7.5 Belongs to
trans. layer
Depth
(ft)
σv' FS
(tsf)
Clay-like
behaviour
271 45.60 16.65 1.58 0.68 0.76 12.13 27.51 39.64 4.000 No Yes 2.00 272 45.77 14.60 1.59 0.66 0.76 11.07 42.08 53.15 4.000 No Yes 2.00 273 45.93 13.54 1.59 0.70 0.75 9.05 43.65 52.70 4.000 No Yes 2.00 274 46.10 12.55 1.59 0.66 0.76 9.67 43.63 53.30 4.000 No Yes 2.00 275 46.26 12.25 1.60 0.70 0.75 8.55 43.61 52.16 4.000 No Yes 2.00 276 46.42 12.16 1.60 0.71 0.74 8.19 43.59 51.78 4.000 No Yes 2.00 277 46.59 14.36 1.61 0.69 0.75 9.35 43.58 52.93 4.000 No Yes 2.00 278 46.75 18.41 1.61 0.62 0.77 13.82 35.94 49.76 4.000 No Yes 2.00 279 46.92 23.48 1.62 0.60 0.77 17.80 21.51 39.31 4.000 No Yes 2.00 280 47.08 27.23 1.62 0.60 0.77 20.96 15.32 36.28 4.000 No Yes 2.00 281 47.24 29.00 1.62 0.62 0.77 21.98 11.86 33.84 4.000 No Yes 2.00 282 47.41 30.22 1.63 0.64 0.76 21.11 9.78 30.89 4.000 No Yes 2.00 283 47.57 32.02 1.63 0.64 0.76 23.30 8.16 31.47 4.000 No Yes 2.00 284 47.74 34.99 1.64 0.62 0.76 25.69 8.00 33.69 0.061 No No 0.24 285 47.90 36.82 1.64 0.59 0.77 27.87 9.71 37.58 0.064 No No 0.25 286 48.06 37.03 1.65 0.56 0.78 27.57 14.24 41.81 4.000 No Yes 2.00 287 48.23 35.55 1.65 0.53 0.79 26.81 20.39 47.20 4.000 No Yes 2.00 288 48.39 33.76 1.66 0.51 0.79 25.23 26.45 51.69 4.000 No Yes 2.00 289 48.56 32.72 1.66 0.52 0.79 23.86 27.87 51.73 4.000 No Yes 2.00 290 48.72 32.75 1.66 0.52 0.79 24.37 26.36 50.73 4.000 No Yes 2.00 291 48.88 34.52 1.67 0.53 0.79 25.02 23.45 48.46 4.000 No Yes 2.00 292 49.05 38.76 1.67 0.52 0.79 27.76 20.61 48.36 4.000 No Yes 2.00 293 49.21 43.87 1.68 0.50 0.79 34.40 17.97 52.37 4.000 No Yes 2.00 294 49.38 50.18 1.68 0.50 0.79 36.88 14.95 51.82 0.077 No No 0.31 295 49.54 57.58 1.69 0.51 0.79 42.38 11.84 54.22 0.082 No No 0.33 296 49.70 71.83 1.69 0.52 0.78 50.86 7.93 58.78 0.090 No No 0.36 297 49.87 78.47 1.70 0.49 0.79 72.10 6.24 78.33 0.125 No No 0.50 298 50.03 74.13 1.70 0.51 0.78 59.50 6.67 66.16 0.102 No No 0.41 299 50.20 61.76 1.71 0.53 0.78 42.23 9.01 51.24 0.079 No No 0.32 Abbreviations
Depth:
qt:
Ic:
Fr:
n:
Qtn:
Kc:
Qtn,cs:
CRR7.5:
FS:
Depth from free surface, at which CPT was performed (ft) Total cone resistance
Soil behavior type index
Normalized friction ratio (%)
Stress exponent
Normalized cone resistance
Cone resistance correction factor due to fines
Normalized and adjusted cone resistance
Cyclic resistance ratio for Mw=7.5
Factor of safety against soil liquefaction
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 28 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::
Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
1.31 2.00 0.00 0.00 0.16 0.00 1.48 2.00 0.00 0.00 0.16 0.00
1.64 2.00 0.00 0.00 0.16 0.00 1.80 2.00 0.00 0.00 0.16 0.00
1.97 2.00 0.00 0.00 0.17 0.00 2.13 2.00 0.00 0.00 0.16 0.00
2.30 2.00 0.00 0.00 0.16 0.00 2.46 2.00 0.00 0.00 0.16 0.00
2.63 2.00 0.00 0.00 0.16 0.00 2.79 2.00 0.00 0.00 0.16 0.00
2.95 2.00 0.00 0.00 0.16 0.00 3.12 2.00 0.00 0.00 0.16 0.00
3.28 2.00 0.00 0.00 0.16 0.00 3.44 2.00 0.00 0.00 0.16 0.00
3.61 2.00 0.00 0.00 0.16 0.00 3.77 2.00 0.00 0.00 0.16 0.00
3.94 2.00 0.00 0.00 0.16 0.00 4.10 2.00 0.00 0.00 0.16 0.00
4.26 2.00 0.00 0.00 0.16 0.00 4.43 2.00 0.00 0.00 0.16 0.00
4.59 2.00 0.00 0.00 0.16 0.00 4.76 2.00 0.00 0.00 0.16 0.00
4.92 2.00 0.00 0.00 0.16 0.00 5.08 2.00 0.00 0.00 0.16 0.00
5.25 2.00 0.00 0.00 0.16 0.00 5.41 2.00 0.00 0.00 0.16 0.00
5.58 2.00 0.00 0.00 0.16 0.00 5.74 2.00 0.00 0.00 0.16 0.00
5.91 2.00 0.00 0.00 0.17 0.00 6.07 2.00 0.00 0.00 0.16 0.00
6.23 2.00 0.00 0.00 0.16 0.00 6.40 2.00 0.00 0.00 0.16 0.00
6.56 2.00 0.00 0.00 0.16 0.00 6.73 2.00 0.00 0.00 0.16 0.00
6.89 2.00 0.00 0.00 0.16 0.00 7.05 2.00 0.00 0.00 0.16 0.00
7.22 2.00 0.00 0.00 0.16 0.00 7.38 2.00 0.00 0.00 0.16 0.00
7.55 2.00 0.00 0.00 0.16 0.00 7.71 2.00 0.00 0.00 0.16 0.00
7.87 2.00 0.00 0.00 0.16 0.00 8.04 2.00 0.00 0.00 0.16 0.00
8.20 2.00 0.00 0.00 0.16 0.00 8.37 2.00 0.00 0.00 0.16 0.00
8.53 2.00 0.00 0.00 0.16 0.00 8.69 2.00 0.00 0.00 0.16 0.00
8.86 2.00 0.00 0.00 0.16 0.00 9.02 0.35 0.65 0.35 0.16 0.28
9.19 0.33 0.67 0.34 0.16 0.29 9.35 0.31 0.69 0.33 0.16 0.29
9.51 0.31 0.69 0.33 0.16 0.29 9.68 0.32 0.68 0.33 0.16 0.29
9.84 0.33 0.67 0.34 0.16 0.29 10.01 0.34 0.66 0.34 0.16 0.28
10.17 0.33 0.67 0.34 0.16 0.28 10.34 0.32 0.68 0.33 0.16 0.29
10.50 0.31 0.69 0.33 0.16 0.29 10.66 0.26 0.74 0.30 0.16 0.31
10.83 0.30 0.70 0.32 0.16 0.29 10.99 0.30 0.70 0.32 0.16 0.29
11.15 0.31 0.69 0.33 0.16 0.29 11.32 0.34 0.66 0.34 0.16 0.27
11.48 0.38 0.62 0.37 0.16 0.25 11.65 0.41 0.59 0.39 0.16 0.24
11.81 0.41 0.59 0.40 0.16 0.24 11.97 0.40 0.60 0.39 0.16 0.24
12.14 0.39 0.61 0.38 0.16 0.25 12.30 0.38 0.62 0.37 0.16 0.25
12.47 0.39 0.61 0.38 0.16 0.25 12.63 0.37 0.63 0.36 0.16 0.25
12.79 0.35 0.65 0.35 0.16 0.26 12.96 0.35 0.65 0.35 0.16 0.26
13.12 0.36 0.64 0.36 0.16 0.26 13.29 0.37 0.63 0.37 0.16 0.25
13.45 0.37 0.63 0.37 0.16 0.25 13.62 0.38 0.62 0.37 0.16 0.25
13.78 0.40 0.60 0.39 0.16 0.24 13.94 0.42 0.58 0.40 0.16 0.23
14.11 0.42 0.58 0.40 0.16 0.23 14.27 0.38 0.62 0.37 0.16 0.24
14.44 0.40 0.60 0.39 0.16 0.23 14.60 0.41 0.59 0.39 0.16 0.23
14.76 0.40 0.60 0.38 0.16 0.23 14.93 0.27 0.73 0.31 0.16 0.28
15.09 0.19 0.81 0.27 0.16 0.31 15.26 0.18 0.82 0.27 0.16 0.32
15.42 2.00 0.00 0.00 0.16 0.00 15.58 0.17 0.83 0.27 0.16 0.32
15.75 0.19 0.81 0.27 0.16 0.31 15.91 0.20 0.80 0.28 0.16 0.30
16.08 0.19 0.81 0.27 0.16 0.30 16.24 0.20 0.80 0.28 0.16 0.30
16.40 0.20 0.80 0.28 0.16 0.30 16.57 0.20 0.80 0.28 0.16 0.30
16.73 0.21 0.79 0.28 0.16 0.29 16.90 0.25 0.75 0.30 0.16 0.28 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 29 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data :: (continued) Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
17.06 0.27 0.73 0.31 0.16 0.27 17.22 0.29 0.71 0.32 0.16 0.26
17.39 0.62 0.38 0.67 0.16 0.14 17.55 1.19 0.00 0.00 0.16 0.00
17.72 1.25 0.00 0.00 0.16 0.00 17.88 0.85 0.00 0.00 0.16 0.05
18.05 0.58 0.42 0.59 0.16 0.15 18.21 0.45 0.55 0.42 0.16 0.20
18.37 0.69 0.31 0.89 0.16 0.11 18.54 1.28 0.00 0.00 0.16 0.00
18.70 2.00 0.00 0.00 0.16 0.00 18.86 1.71 0.00 0.00 0.16 0.00
19.03 0.58 0.42 0.59 0.16 0.15 19.19 2.00 0.00 0.00 0.16 0.00
19.36 2.00 0.00 0.00 0.16 0.00 19.52 2.00 0.00 0.00 0.16 0.00
19.68 2.00 0.00 0.00 0.16 0.00 19.85 2.00 0.00 0.00 0.16 0.00
20.01 2.00 0.00 0.00 0.16 0.00 20.18 2.00 0.00 0.00 0.16 0.00
20.34 2.00 0.00 0.00 0.16 0.00 20.50 2.00 0.00 0.00 0.16 0.00
20.67 0.26 0.74 0.30 0.16 0.25 20.83 0.28 0.72 0.31 0.16 0.24
21.00 0.30 0.70 0.32 0.16 0.24 21.16 2.00 0.00 0.00 0.16 0.00
21.32 2.00 0.00 0.00 0.16 0.00 21.49 2.00 0.00 0.00 0.16 0.00
21.65 2.00 0.00 0.00 0.16 0.00 21.82 2.00 0.00 0.00 0.16 0.00
21.98 2.00 0.00 0.00 0.16 0.00 22.15 2.00 0.00 0.00 0.16 0.00
22.31 2.00 0.00 0.00 0.16 0.00 22.47 2.00 0.00 0.00 0.16 0.00
22.64 2.00 0.00 0.00 0.16 0.00 22.80 0.23 0.77 0.29 0.16 0.25
22.97 0.33 0.67 0.34 0.16 0.22 23.13 0.46 0.54 0.44 0.16 0.17
23.29 0.42 0.58 0.40 0.16 0.19 23.46 0.29 0.71 0.32 0.16 0.23
23.62 2.00 0.00 0.00 0.16 0.00 23.79 2.00 0.00 0.00 0.16 0.00
23.95 2.00 0.00 0.00 0.16 0.00 24.11 2.00 0.00 0.00 0.16 0.00
24.28 2.00 0.00 0.00 0.16 0.00 24.44 2.00 0.00 0.00 0.16 0.00
24.61 2.00 0.00 0.00 0.16 0.00 24.77 0.28 0.72 0.31 0.16 0.23
24.93 0.30 0.70 0.32 0.16 0.22 25.10 0.33 0.67 0.34 0.16 0.21
25.26 0.33 0.67 0.34 0.16 0.20 25.43 0.33 0.67 0.34 0.16 0.21
25.59 0.33 0.67 0.34 0.16 0.20 25.75 0.30 0.70 0.32 0.16 0.21
25.92 0.27 0.73 0.31 0.16 0.22 26.08 2.00 0.00 0.00 0.16 0.00
26.25 2.00 0.00 0.00 0.16 0.00 26.41 2.00 0.00 0.00 0.16 0.00
26.57 2.00 0.00 0.00 0.16 0.00 26.74 2.00 0.00 0.00 0.16 0.00
26.90 2.00 0.00 0.00 0.16 0.00 27.07 2.00 0.00 0.00 0.16 0.00
27.23 2.00 0.00 0.00 0.16 0.00 27.39 2.00 0.00 0.00 0.16 0.00
27.56 2.00 0.00 0.00 0.16 0.00 27.72 2.00 0.00 0.00 0.16 0.00
27.89 0.19 0.81 0.27 0.16 0.23 28.05 0.21 0.79 0.28 0.16 0.23
28.21 0.30 0.70 0.32 0.16 0.20 28.38 0.34 0.66 0.35 0.16 0.19
28.54 0.29 0.71 0.31 0.16 0.20 28.71 0.25 0.75 0.30 0.16 0.21
28.87 0.24 0.76 0.30 0.16 0.21 29.04 2.00 0.00 0.00 0.16 0.00
29.20 2.00 0.00 0.00 0.16 0.00 29.36 2.00 0.00 0.00 0.16 0.00
29.53 2.00 0.00 0.00 0.16 0.00 29.69 2.00 0.00 0.00 0.16 0.00
29.86 2.00 0.00 0.00 0.16 0.00 30.02 2.00 0.00 0.00 0.16 0.00
30.18 2.00 0.00 0.00 0.16 0.00 30.35 2.00 0.00 0.00 0.16 0.00
30.51 2.00 0.00 0.00 0.16 0.00 30.68 2.00 0.00 0.00 0.16 0.00
30.84 2.00 0.00 0.00 0.16 0.00 31.00 2.00 0.00 0.00 0.16 0.00
31.17 0.32 0.68 0.33 0.16 0.18 31.33 0.38 0.62 0.37 0.16 0.16
31.50 0.31 0.69 0.33 0.16 0.18 31.66 0.29 0.71 0.32 0.16 0.18
31.82 0.36 0.64 0.36 0.16 0.17 31.99 0.62 0.38 0.67 0.16 0.10
32.15 1.93 0.00 0.00 0.16 0.00 32.32 2.00 0.00 0.00 0.16 0.00
32.48 2.00 0.00 0.00 0.16 0.00 32.64 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 30 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data :: (continued) Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
32.81 2.00 0.00 0.00 0.16 0.00 32.97 2.00 0.00 0.00 0.16 0.00
33.14 2.00 0.00 0.00 0.16 0.00 33.30 2.00 0.00 0.00 0.16 0.00
33.47 2.00 0.00 0.00 0.16 0.00 33.63 2.00 0.00 0.00 0.16 0.00
33.79 2.00 0.00 0.00 0.16 0.00 33.96 2.00 0.00 0.00 0.16 0.00
34.12 2.00 0.00 0.00 0.16 0.00 34.28 1.80 0.00 0.00 0.16 0.00
34.45 1.45 0.00 0.00 0.16 0.00 34.61 1.37 0.00 0.00 0.16 0.00
34.78 1.36 0.00 0.00 0.16 0.00 34.94 1.41 0.00 0.00 0.16 0.00
35.10 1.46 0.00 0.00 0.16 0.00 35.27 1.81 0.00 0.00 0.16 0.00
35.43 1.53 0.00 0.00 0.16 0.00 35.60 1.12 0.00 0.00 0.16 0.00
35.76 1.67 0.00 0.00 0.16 0.00 35.92 2.00 0.00 0.00 0.16 0.00
36.09 2.00 0.00 0.00 0.16 0.00 36.25 2.00 0.00 0.00 0.16 0.00
36.42 2.00 0.00 0.00 0.16 0.00 36.58 2.00 0.00 0.00 0.16 0.00
36.74 2.00 0.00 0.00 0.16 0.00 36.91 2.00 0.00 0.00 0.16 0.00
37.07 2.00 0.00 0.00 0.16 0.00 37.24 2.00 0.00 0.00 0.16 0.00
37.40 2.00 0.00 0.00 0.16 0.00 37.57 2.00 0.00 0.00 0.16 0.00
37.73 2.00 0.00 0.00 0.16 0.00 37.89 2.00 0.00 0.00 0.16 0.00
38.06 2.00 0.00 0.00 0.16 0.00 38.22 2.00 0.00 0.00 0.16 0.00
38.39 2.00 0.00 0.00 0.16 0.00 38.55 2.00 0.00 0.00 0.16 0.00
38.71 2.00 0.00 0.00 0.16 0.00 38.88 2.00 0.00 0.00 0.16 0.00
39.04 2.00 0.00 0.00 0.16 0.00 39.21 2.00 0.00 0.00 0.16 0.00
39.37 2.00 0.00 0.00 0.16 0.00 39.53 2.00 0.00 0.00 0.16 0.00
39.70 2.00 0.00 0.00 0.16 0.00 39.86 2.00 0.00 0.00 0.16 0.00
40.03 2.00 0.00 0.00 0.16 0.00 40.19 2.00 0.00 0.00 0.16 0.00
40.35 2.00 0.00 0.00 0.16 0.00 40.52 0.68 0.32 0.84 0.16 0.06
40.68 0.45 0.55 0.43 0.16 0.10 40.85 0.31 0.69 0.33 0.16 0.13
41.01 2.00 0.00 0.00 0.17 0.00 41.17 2.00 0.00 0.00 0.16 0.00
41.34 2.00 0.00 0.00 0.16 0.00 41.50 2.00 0.00 0.00 0.16 0.00
41.67 2.00 0.00 0.00 0.16 0.00 41.83 2.00 0.00 0.00 0.16 0.00
41.99 2.00 0.00 0.00 0.16 0.00 42.16 2.00 0.00 0.00 0.16 0.00
42.32 2.00 0.00 0.00 0.16 0.00 42.49 2.00 0.00 0.00 0.16 0.00
42.65 2.00 0.00 0.00 0.16 0.00 42.81 2.00 0.00 0.00 0.16 0.00
42.98 2.00 0.00 0.00 0.16 0.00 43.14 2.00 0.00 0.00 0.16 0.00
43.31 2.00 0.00 0.00 0.16 0.00 43.47 2.00 0.00 0.00 0.16 0.00
43.63 2.00 0.00 0.00 0.16 0.00 43.80 2.00 0.00 0.00 0.16 0.00
43.96 2.00 0.00 0.00 0.16 0.00 44.13 2.00 0.00 0.00 0.16 0.00
44.29 2.00 0.00 0.00 0.16 0.00 44.45 2.00 0.00 0.00 0.16 0.00
44.62 2.00 0.00 0.00 0.16 0.00 44.78 2.00 0.00 0.00 0.16 0.00
44.95 2.00 0.00 0.00 0.16 0.00 45.11 2.00 0.00 0.00 0.16 0.00
45.28 2.00 0.00 0.00 0.16 0.00 45.44 2.00 0.00 0.00 0.16 0.00
45.60 2.00 0.00 0.00 0.16 0.00 45.77 2.00 0.00 0.00 0.16 0.00
45.93 2.00 0.00 0.00 0.16 0.00 46.10 2.00 0.00 0.00 0.16 0.00
46.26 2.00 0.00 0.00 0.16 0.00 46.42 2.00 0.00 0.00 0.16 0.00
46.59 2.00 0.00 0.00 0.16 0.00 46.75 2.00 0.00 0.00 0.16 0.00
46.92 2.00 0.00 0.00 0.16 0.00 47.08 2.00 0.00 0.00 0.16 0.00
47.24 2.00 0.00 0.00 0.16 0.00 47.41 2.00 0.00 0.00 0.16 0.00
47.57 2.00 0.00 0.00 0.16 0.00 47.74 0.24 0.76 0.29 0.16 0.10
47.90 0.25 0.75 0.30 0.16 0.10 48.06 2.00 0.00 0.00 0.16 0.00
48.23 2.00 0.00 0.00 0.16 0.00 48.39 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 31 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data :: (continued) Depth
(ft)
FS FL wz dz LPI Depth
(ft)
FS FL wz dz LPI
48.56 2.00 0.00 0.00 0.16 0.00 48.72 2.00 0.00 0.00 0.16 0.00
48.88 2.00 0.00 0.00 0.16 0.00 49.05 2.00 0.00 0.00 0.16 0.00
49.21 2.00 0.00 0.00 0.16 0.00 49.38 0.31 0.69 0.33 0.16 0.09
49.54 0.33 0.67 0.34 0.16 0.08 49.70 0.36 0.64 0.36 0.16 0.08
49.87 0.50 0.50 0.48 0.16 0.06 50.03 0.41 0.59 0.39 0.16 0.07
50.20 0.32 0.68 0.33 0.16 0.08
Abbreviations
Ov e ra ll lique faction pote ntial: 21.30
LPI = 0.00 - Liquefaction risk very low
LPI between 0.00 and 5.00 - Liquefaction risk low
LPI between 5.00 and 15.00 - Liquefaction risk high
LPI > 15.00 - Liquefaction risk very high
FS:
FL:
wz:
dz:
LPI:
Calculated factor of safety for test point
1 - FS
Function value of the extend of soil liquefaction according to depth Layer thickness (ft)
Liquefaction potential index value for test point
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 32 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Vertical settlements
Settlement (in)
0 1 2 3
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements
Es t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e me n t s Strain plot
Volumentric strain (%)
0 1 2 3 4 5 6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Strain plot
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 33 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Abbreviations
qt:
Ic:
FS:
Volumentric strain:
Total cone resistance (cone resistance q c corrected for pore water effects) Soil Behaviour Type Index
Calculated Factor of Safety against liquefaction
Post-liquefaction volumentric strain
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction ::
Depth
(ft)
qc,1,mod FS
(tsf)
ev (%) Settlement
(in)
qc,1N,mod Depth
(ft)
qc,1,mod FS
(tsf)
ev (%) Settlement
(in)
DF qc,1N,mod DF
9.02 59.07 55.82 0.35 2.58 0.85 0.05 9.19 55.15 52.12 0.33 2.63 0.84 0.05
9.35 53.02 50.11 0.31 2.68 0.84 0.05 9.51 53.28 50.35 0.31 2.69 0.84 0.05
9.68 54.65 51.65 0.32 2.67 0.84 0.05 9.84 57.59 54.42 0.33 2.61 0.83 0.05
10.01 59.33 56.07 0.34 2.58 0.83 0.05 10.17 57.81 54.63 0.33 2.58 0.83 0.05
10.34 56.65 53.54 0.32 2.61 0.82 0.05 10.50 54.92 51.90 0.31 2.71 0.82 0.05
10.66 44.93 42.46 0.26 2.73 0.82 0.05 10.83 54.87 51.86 0.30 2.73 0.82 0.05
10.99 54.29 51.31 0.30 2.64 0.81 0.05 11.15 56.34 53.24 0.31 2.57 0.81 0.05
11.32 61.93 58.53 0.34 2.96 0.81 0.06 11.48 71.04 67.14 0.38 2.74 0.81 0.05
11.65 75.27 71.14 0.41 2.58 0.80 0.05 11.81 76.53 72.33 0.41 2.13 0.80 0.04
11.97 75.01 70.89 0.40 2.11 0.80 0.04 12.14 72.93 68.93 0.39 2.14 0.79 0.04
12.30 72.73 68.74 0.38 2.57 0.79 0.05 12.47 74.68 70.58 0.39 2.58 0.79 0.05
12.63 70.80 66.92 0.37 2.62 0.79 0.05 12.79 67.16 63.48 0.35 2.67 0.78 0.05
12.96 67.78 64.06 0.35 2.67 0.78 0.05 13.12 69.76 65.93 0.36 2.19 0.78 0.04
13.29 72.12 68.16 0.37 2.15 0.77 0.04 13.45 72.51 68.52 0.37 2.52 0.77 0.05
13.62 73.81 69.76 0.38 2.47 0.77 0.05 13.78 78.71 74.39 0.40 2.40 0.77 0.05
13.94 81.87 77.38 0.42 2.34 0.76 0.05 14.11 82.60 78.06 0.42 2.36 0.76 0.05
14.27 76.25 72.06 0.38 2.37 0.76 0.05 14.44 79.04 74.70 0.40 2.36 0.76 0.05
14.60 80.92 76.48 0.41 2.32 0.75 0.05 14.76 78.74 74.42 0.40 2.53 0.75 0.05
14.93 52.51 49.62 0.27 2.51 0.75 0.05 15.09 29.93 28.29 0.19 2.76 0.74 0.05
15.26 28.51 26.95 0.18 2.38 0.74 0.05 15.42 26.77 25.30 2.00 0.00 0.74 0.00
15.58 26.72 25.25 0.17 2.29 0.74 0.05 15.75 33.64 31.79 0.19 2.50 0.73 0.05
15.91 35.30 33.36 0.20 2.48 0.73 0.05 16.08 35.77 33.80 0.19 2.32 0.73 0.05
16.24 38.71 36.59 0.20 2.07 0.72 0.04 16.40 40.51 38.28 0.20 1.89 0.72 0.04
16.57 44.48 42.04 0.20 1.70 0.72 0.03 16.73 49.44 46.72 0.21 1.57 0.72 0.03
16.90 58.40 55.19 0.25 1.50 0.71 0.03 17.06 63.31 59.84 0.27 1.47 0.71 0.03
17.22 64.67 61.12 0.29 1.52 0.71 0.03 17.39 107.91 101.98 0.62 1.35 0.71 0.03
17.55 146.70 138.65 1.19 0.21 0.70 0.00 17.72 149.50 141.29 1.25 0.21 0.70 0.00
17.88 126.70 119.74 0.85 0.62 0.70 0.01 18.05 104.98 99.21 0.58 1.24 0.69 0.02
18.21 93.43 88.30 0.45 1.12 0.69 0.02 18.37 117.47 111.02 0.69 0.74 0.69 0.01
18.54 148.44 140.29 1.28 0.12 0.69 0.00 18.70 186.21 175.98 2.00 0.00 0.68 0.00
18.86 163.59 154.61 1.71 0.00 0.68 0.00 19.03 110.23 104.18 0.58 0.78 0.68 0.02
19.19 87.84 83.02 2.00 0.00 0.67 0.00 19.36 76.71 72.50 2.00 0.00 0.67 0.00
19.52 77.10 72.87 2.00 0.00 0.67 0.00 19.68 81.45 76.97 2.00 0.00 0.67 0.00
19.85 80.45 76.03 2.00 0.00 0.66 0.00 20.01 79.11 74.76 2.00 0.00 0.66 0.00
20.18 76.02 71.85 2.00 0.00 0.66 0.00 20.34 78.14 73.85 2.00 0.00 0.66 0.00
20.50 69.70 65.88 2.00 0.00 0.65 0.00 20.67 65.86 62.24 0.26 1.18 0.65 0.02
20.83 68.62 64.85 0.28 1.23 0.65 0.02 21.00 72.43 68.45 0.30 1.22 0.64 0.02
21.16 70.19 66.34 2.00 0.00 0.64 0.00 21.32 75.59 71.44 2.00 0.00 0.64 0.00
21.49 68.01 64.28 2.00 0.00 0.64 0.00 21.65 66.01 62.39 2.00 0.00 0.63 0.00
21.82 77.49 73.23 2.00 0.00 0.63 0.00 21.98 94.56 89.36 2.00 0.00 0.63 0.00
22.15 83.78 79.18 2.00 0.00 0.62 0.00 22.31 71.73 67.79 2.00 0.00 0.62 0.00
22.47 70.51 66.63 2.00 0.00 0.62 0.00 22.64 70.60 66.72 2.00 0.00 0.62 0.00
22.80 55.98 52.90 0.23 1.19 0.61 0.02 22.97 72.42 68.44 0.33 1.33 0.61 0.03
23.13 89.93 84.99 0.46 1.39 0.61 0.03 23.29 83.93 79.32 0.42 1.43 0.61 0.03
23.46 65.18 61.60 0.29 1.35 0.60 0.03 23.62 69.28 65.47 2.00 0.00 0.60 0.00
23.79 68.40 64.64 2.00 0.00 0.60 0.00 23.95 66.46 62.81 2.00 0.00 0.59 0.00
24.11 69.25 65.45 2.00 0.00 0.59 0.00 24.28 77.93 73.65 2.00 0.00 0.59 0.00
24.44 91.40 86.38 2.00 0.00 0.59 0.00 24.61 88.73 83.86 2.00 0.00 0.58 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 34 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
qc,1,mod FS
(tsf)
ev (%) Settlement
(in)
qc,1N,mod Depth
(ft)
qc,1,mod FS
(tsf)
ev (%) Settlement
(in)
DF qc,1N,mod DF
24.77 64.78 61.22 0.28 1.14 0.58 0.02 24.93 65.45 61.86 0.30 1.32 0.58 0.03
25.10 70.55 66.67 0.33 1.29 0.57 0.03 25.26 72.69 68.70 0.33 1.21 0.57 0.02
25.43 72.14 68.17 0.33 1.19 0.57 0.02 25.59 73.60 69.56 0.33 1.11 0.57 0.02
25.75 68.63 64.86 0.30 1.11 0.56 0.02 25.92 64.76 61.20 0.27 1.07 0.56 0.02
26.08 64.40 60.87 2.00 0.00 0.56 0.00 26.25 69.97 66.13 2.00 0.00 0.56 0.00
26.41 80.95 76.50 2.00 0.00 0.55 0.00 26.57 79.66 75.29 2.00 0.00 0.55 0.00
26.74 76.75 72.53 2.00 0.00 0.55 0.00 26.90 67.42 63.72 2.00 0.00 0.54 0.00
27.07 64.28 60.75 2.00 0.00 0.54 0.00 27.23 63.56 60.07 2.00 0.00 0.54 0.00
27.39 65.36 61.77 2.00 0.00 0.54 0.00 27.56 52.22 49.36 2.00 0.00 0.53 0.00
27.72 39.06 36.91 2.00 0.00 0.53 0.00 27.89 31.11 29.40 0.19 1.63 0.53 0.03
28.05 34.69 32.78 0.21 1.92 0.52 0.04 28.21 57.02 53.89 0.30 1.75 0.52 0.03
28.38 66.88 63.21 0.34 1.98 0.52 0.04 28.54 54.46 51.47 0.29 1.68 0.52 0.03
28.71 47.57 44.96 0.25 1.67 0.51 0.03 28.87 50.56 47.78 0.24 1.26 0.51 0.02
29.04 68.35 64.60 2.00 0.00 0.51 0.00 29.20 73.62 69.57 2.00 0.00 0.51 0.00
29.36 72.00 68.05 2.00 0.00 0.50 0.00 29.53 74.33 70.25 2.00 0.00 0.50 0.00
29.69 82.75 78.21 2.00 0.00 0.50 0.00 29.86 83.90 79.30 2.00 0.00 0.49 0.00
30.02 79.83 75.45 2.00 0.00 0.49 0.00 30.18 78.84 74.51 2.00 0.00 0.49 0.00
30.35 72.10 68.14 2.00 0.00 0.49 0.00 30.51 72.99 68.98 2.00 0.00 0.48 0.00
30.68 74.64 70.54 2.00 0.00 0.48 0.00 30.84 76.54 72.34 2.00 0.00 0.48 0.00
31.00 73.25 69.23 2.00 0.00 0.47 0.00 31.17 72.07 68.11 0.32 0.84 0.47 0.02
31.33 77.12 72.88 0.38 0.93 0.47 0.02 31.50 64.55 61.01 0.31 0.99 0.47 0.02
31.66 60.34 57.02 0.29 1.02 0.46 0.02 31.82 70.94 67.04 0.36 1.02 0.46 0.02
31.99 101.63 96.05 0.62 0.87 0.46 0.02 32.15 165.98 156.87 1.93 0.00 0.46 0.00
32.32 203.17 192.01 2.00 0.00 0.45 0.00 32.48 217.65 205.70 2.00 0.00 0.45 0.00
32.64 217.95 205.98 2.00 0.00 0.45 0.00 32.81 218.23 206.25 2.00 0.00 0.44 0.00
32.97 206.56 195.22 2.00 0.00 0.44 0.00 33.14 188.04 177.71 2.00 0.00 0.44 0.00
33.30 180.75 170.82 2.00 0.00 0.44 0.00 33.47 175.89 166.23 2.00 0.00 0.43 0.00
33.63 177.68 167.92 2.00 0.00 0.43 0.00 33.79 178.87 169.05 2.00 0.00 0.43 0.00
33.96 176.19 166.51 2.00 0.00 0.42 0.00 34.12 169.52 160.21 2.00 0.00 0.42 0.00
34.28 162.04 153.14 1.80 0.00 0.42 0.00 34.45 149.75 141.53 1.45 0.00 0.42 0.00
34.61 146.27 138.24 1.37 0.00 0.41 0.00 34.78 146.18 138.15 1.36 0.00 0.41 0.00
34.94 148.56 140.40 1.41 0.00 0.41 0.00 35.10 150.98 142.69 1.46 0.00 0.41 0.00
35.27 163.30 154.34 1.81 0.00 0.40 0.00 35.43 152.43 144.06 1.53 0.00 0.40 0.00
35.60 133.78 126.43 1.12 0.16 0.40 0.00 35.76 157.28 148.64 1.67 0.00 0.39 0.00
35.92 215.67 203.83 2.00 0.00 0.39 0.00 36.09 271.52 256.61 2.00 0.00 0.39 0.00
36.25 327.17 309.20 2.00 0.00 0.39 0.00 36.42 346.96 327.91 2.00 0.00 0.38 0.00
36.58 331.71 313.49 2.00 0.00 0.38 0.00 36.74 311.58 294.47 2.00 0.00 0.38 0.00
36.91 305.96 289.16 2.00 0.00 0.37 0.00 37.07 299.12 282.69 2.00 0.00 0.37 0.00
37.24 302.81 286.18 2.00 0.00 0.37 0.00 37.40 310.34 293.30 2.00 0.00 0.37 0.00
37.57 322.63 304.91 2.00 0.00 0.36 0.00 37.73 290.97 274.99 2.00 0.00 0.36 0.00
37.89 312.33 295.18 2.00 0.00 0.36 0.00 38.06 315.04 297.74 2.00 0.00 0.35 0.00
38.22 326.22 308.31 2.00 0.00 0.35 0.00 38.39 334.35 315.99 2.00 0.00 0.35 0.00
38.55 348.58 329.44 2.00 0.00 0.35 0.00 38.71 365.26 345.20 2.00 0.00 0.34 0.00
38.88 369.12 348.85 2.00 0.00 0.34 0.00 39.04 365.69 345.61 2.00 0.00 0.34 0.00
39.21 343.07 324.23 2.00 0.00 0.34 0.00 39.37 323.72 305.94 2.00 0.00 0.33 0.00
39.53 334.21 315.86 2.00 0.00 0.33 0.00 39.70 350.44 331.19 2.00 0.00 0.33 0.00
39.86 358.71 339.01 2.00 0.00 0.32 0.00 40.03 356.92 337.32 2.00 0.00 0.32 0.00
40.19 310.77 293.70 2.00 0.00 0.32 0.00 40.35 198.35 187.45 2.00 0.00 0.32 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 35 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
qc,1,mod FS
(tsf)
ev (%) Settlement
(in)
qc,1N,mod Depth
(ft)
qc,1,mod FS
(tsf)
ev (%) Settlement
(in)
DF qc,1N,mod DF
40.52 100.26 94.75 0.68 0.53 0.31 0.01 40.68 76.05 71.88 0.45 0.76 0.31 0.01
40.85 54.08 51.11 0.31 0.75 0.31 0.01 41.01 49.37 46.65 2.00 0.00 0.30 0.00
41.17 50.29 47.53 2.00 0.00 0.30 0.00 41.34 55.91 52.84 2.00 0.00 0.30 0.00
41.50 63.59 60.10 2.00 0.00 0.30 0.00 41.67 63.30 59.83 2.00 0.00 0.29 0.00
41.83 62.57 59.14 2.00 0.00 0.29 0.00 41.99 57.05 53.92 2.00 0.00 0.29 0.00
42.16 52.29 49.42 2.00 0.00 0.29 0.00 42.32 47.10 44.51 2.00 0.00 0.28 0.00
42.49 44.47 42.03 2.00 0.00 0.28 0.00 42.65 45.59 43.08 2.00 0.00 0.28 0.00
42.81 50.16 47.41 2.00 0.00 0.27 0.00 42.98 56.37 53.28 2.00 0.00 0.27 0.00
43.14 56.63 53.52 2.00 0.00 0.27 0.00 43.31 54.59 51.60 2.00 0.00 0.27 0.00
43.47 53.42 50.49 2.00 0.00 0.26 0.00 43.63 52.78 49.88 2.00 0.00 0.26 0.00
43.80 52.80 49.90 2.00 0.00 0.26 0.00 43.96 52.07 49.21 2.00 0.00 0.25 0.00
44.13 48.19 45.55 2.00 0.00 0.25 0.00 44.29 45.65 43.14 2.00 0.00 0.25 0.00
44.45 43.26 40.89 2.00 0.00 0.25 0.00 44.62 41.07 38.81 2.00 0.00 0.24 0.00
44.78 38.21 36.11 2.00 0.00 0.24 0.00 44.95 34.61 32.71 2.00 0.00 0.24 0.00
45.11 31.52 29.79 2.00 0.00 0.24 0.00 45.28 34.84 32.92 2.00 0.00 0.23 0.00
45.44 34.42 32.53 2.00 0.00 0.23 0.00 45.60 39.64 37.47 2.00 0.00 0.23 0.00
45.77 53.15 50.23 2.00 0.00 0.22 0.00 45.93 52.70 49.81 2.00 0.00 0.22 0.00
46.10 53.30 50.37 2.00 0.00 0.22 0.00 46.26 52.16 49.30 2.00 0.00 0.22 0.00
46.42 51.78 48.94 2.00 0.00 0.21 0.00 46.59 52.93 50.02 2.00 0.00 0.21 0.00
46.75 49.76 47.03 2.00 0.00 0.21 0.00 46.92 39.31 37.15 2.00 0.00 0.20 0.00
47.08 36.28 34.29 2.00 0.00 0.20 0.00 47.24 33.84 31.98 2.00 0.00 0.20 0.00
47.41 30.89 29.19 2.00 0.00 0.20 0.00 47.57 31.47 29.74 2.00 0.00 0.19 0.00
47.74 33.69 31.84 0.24 0.60 0.19 0.01 47.90 37.58 35.51 0.25 0.55 0.19 0.01
48.06 41.81 39.51 2.00 0.00 0.19 0.00 48.23 47.20 44.61 2.00 0.00 0.18 0.00
48.39 51.69 48.85 2.00 0.00 0.18 0.00 48.56 51.73 48.89 2.00 0.00 0.18 0.00
48.72 50.73 47.94 2.00 0.00 0.17 0.00 48.88 48.46 45.80 2.00 0.00 0.17 0.00
49.05 48.36 45.71 2.00 0.00 0.17 0.00 49.21 52.37 49.49 2.00 0.00 0.17 0.00
49.38 51.82 48.98 0.31 0.40 0.16 0.01 49.54 54.22 51.24 0.33 0.41 0.16 0.01
49.70 58.78 55.55 0.36 0.43 0.16 0.01 49.87 78.33 74.03 0.50 0.43 0.15 0.01
50.03 66.16 62.53 0.41 0.43 0.15 0.01 50.20 51.24 48.42 0.32 0.41 0.15 0.01 Tot a l e st im a te d set t lem e nt: 3.33
Abbreviations
qc,1,mod:
qc,1N,mod :
FS:
ev (%):
DF:
Settlement:
Equivalent clean sand cone resistance
Equivalent clean sand normalized cone resistance
Factor of safety against liquefaction
Post-liquefaction volumentric strain
ev depth weighting factor
Calculated settlement
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 36 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) ::
Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
1.31 18.47 29.56 2.31 68.19 2.39 0.03 0.62
1.48 16.96 27.12 2.76 74.96 2.47 0.02 0.62
1.64 14.72 23.50 3.88 91.11 2.61 0.03 0.62
1.80 13.33 21.26 4.65 98.94 2.69 0.03 0.62
1.97 12.18 19.40 5.05 98.04 2.73 0.03 0.62
2.13 11.49 18.28 4.60 84.01 2.69 0.02 0.62
2.30 11.18 17.76 4.14 73.53 2.64 0.02 0.62
2.46 11.05 17.54 3.69 64.81 2.59 0.02 0.62
2.63 11.41 18.10 3.25 58.87 2.54 0.02 0.62
2.79 11.90 18.89 2.83 53.37 2.48 0.02 0.62
2.95 12.79 20.30 2.47 50.21 2.42 0.02 0.62
3.12 14.05 22.32 2.12 47.40 2.35 0.02 0.62
3.28 15.73 25.00 1.84 46.00 2.28 0.02 0.62
3.44 17.43 27.72 1.00 27.72 2.21 0.02 0.62
3.61 18.63 29.63 1.00 29.63 2.18 0.02 0.62
3.77 19.69 31.33 1.00 31.33 2.17 0.02 0.62
3.94 19.98 31.78 1.58 50.27 2.19 0.02 0.62
4.10 20.31 32.29 1.61 52.04 2.20 0.02 0.62
4.26 19.91 31.63 1.69 53.37 2.23 0.02 0.62
4.43 19.84 31.50 1.74 54.68 2.24 0.02 0.62
4.59 19.56 31.04 1.78 55.34 2.26 0.02 0.62
4.76 19.72 31.29 1.76 55.09 2.25 0.02 0.62
4.92 20.35 32.29 1.70 54.88 2.23 0.02 0.62
5.08 21.69 34.42 1.60 55.00 2.19 0.03 0.62
5.25 23.37 37.11 1.51 56.08 2.15 0.03 0.62
5.41 24.88 39.53 1.45 57.13 2.12 0.03 0.62
5.58 26.37 41.90 1.39 58.41 2.08 0.04 0.62
5.74 28.42 45.19 1.34 60.73 2.04 0.04 0.62
5.91 31.51 50.14 1.00 50.14 1.98 0.07 0.64
6.07 35.15 55.97 1.00 55.97 1.91 0.11 0.66
6.23 38.56 61.43 1.00 61.43 1.86 0.18 0.67
6.40 41.16 65.60 1.00 65.60 1.82 0.26 0.68
6.56 42.78 68.18 1.00 68.18 1.81 0.34 0.69
6.73 43.16 68.77 1.00 68.77 1.83 0.36 0.69
6.89 41.96 66.85 1.00 66.85 1.87 0.31 0.69
7.05 39.31 62.56 1.26 78.70 1.93 0.21 0.68
7.22 36.04 57.30 1.32 75.47 2.01 0.14 0.66
7.38 33.75 53.60 1.39 74.41 2.08 0.10 0.65
7.55 33.49 53.18 1.42 75.50 2.10 0.11 0.66
7.71 34.75 55.19 1.40 77.22 2.09 0.15 0.67
7.87 36.40 57.82 1.36 78.62 2.05 0.17 0.67
8.04 38.58 61.32 1.31 80.44 2.01 0.19 0.67
8.20 41.46 65.91 1.27 83.42 1.94 0.29 0.69
8.37 43.50 68.71 1.24 85.06 1.90 0.45 0.70
8.53 43.39 67.70 1.24 83.72 1.90 0.36 0.69
8.69 41.04 63.77 1.25 79.91 1.92 0.24 0.68
8.86 38.24 59.42 1.28 76.03 1.96 0.15 0.67
9.02 35.58 55.28 1.31 72.50 2.01 0.11 0.65
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 37 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
9.19 33.57 52.16 1.35 70.53 2.05 0.08 0.64
9.35 32.63 50.26 1.36 68.58 2.06 0.07 0.64
9.51 32.89 50.02 1.36 67.97 2.05 0.07 0.64
9.68 34.32 51.31 1.33 68.44 2.03 0.07 0.64
9.84 36.11 53.13 1.32 70.02 2.01 0.09 0.65
10.01 37.22 54.05 1.31 70.75 2.00 0.11 0.65
10.17 37.38 53.71 1.31 70.34 2.00 0.10 0.65
10.34 36.69 52.32 1.32 69.01 2.01 0.09 0.65
10.50 33.96 48.34 1.36 65.64 2.05 0.08 0.64
10.66 33.90 47.74 1.36 64.79 2.05 0.04 0.62
10.83 34.12 47.55 1.36 64.48 2.05 0.08 0.64
10.99 37.18 50.93 1.32 67.14 2.01 0.07 0.64
11.15 39.11 53.09 1.30 68.93 1.99 0.08 0.65
11.32 43.22 57.84 1.00 57.84 1.94 0.13 0.66
11.48 47.91 63.24 1.00 63.24 1.89 0.28 0.69
11.65 51.77 67.78 1.00 67.78 1.86 0.39 0.70
11.81 53.18 69.66 1.23 85.39 1.88 0.44 0.70
11.97 52.99 69.39 1.24 85.91 1.90 0.39 0.70
12.14 52.11 67.91 1.24 83.95 1.90 0.32 0.69
12.30 52.01 67.11 1.00 67.11 1.87 0.32 0.69
12.47 51.56 66.23 1.00 66.23 1.87 0.38 0.69
12.63 50.45 64.79 1.00 64.79 1.89 0.27 0.69
12.79 49.06 63.00 1.00 63.00 1.91 0.20 0.68
12.96 49.09 62.81 1.00 62.81 1.91 0.21 0.68
13.12 50.56 64.41 1.24 79.74 1.90 0.25 0.68
13.29 51.89 65.75 1.23 80.98 1.89 0.30 0.69
13.45 52.88 66.55 1.00 66.55 1.88 0.31 0.69
13.62 54.37 67.86 1.00 67.86 1.85 0.35 0.69
13.78 56.49 69.91 1.00 69.91 1.82 0.52 0.70
13.94 58.54 71.83 1.00 71.83 1.79 0.68 0.71
14.11 57.93 70.81 1.00 70.81 1.79 0.71 0.71
14.27 57.50 70.13 1.00 70.13 1.79 0.43 0.70
14.44 57.53 70.08 1.00 70.08 1.81 0.54 0.70
14.60 58.65 71.27 1.00 71.27 1.81 0.63 0.71
14.76 52.39 63.93 1.00 63.93 1.86 0.53 0.70
14.93 39.14 48.62 1.32 64.18 2.01 0.06 0.63
15.09 24.64 31.45 1.81 56.85 2.27 0.02 0.62
15.26 15.44 20.19 3.37 68.06 2.55 0.02 0.62
15.42 13.10 17.17 4.32 74.10 2.66 0.02 0.62
15.58 15.15 19.68 3.59 70.59 2.58 0.02 0.62
15.75 19.03 24.32 2.59 63.02 2.44 0.02 0.62
15.91 22.17 28.09 2.26 63.37 2.38 0.02 0.62
16.08 22.50 28.53 2.40 68.56 2.41 0.02 0.62
16.24 21.86 27.85 2.82 78.44 2.48 0.03 0.62
16.40 21.42 27.36 3.18 87.12 2.53 0.03 0.62
16.57 21.79 27.89 3.53 98.43 2.57 0.04 0.62
16.73 25.03 31.95 3.38 107.92 2.55 0.05 0.62
16.90 30.12 38.17 2.98 113.70 2.50 0.10 0.65
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 38 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
17.06 36.90 46.26 2.51 115.95 2.42 0.15 0.67
17.22 55.27 67.41 1.64 110.80 2.21 0.16 0.67
17.39 83.19 98.39 1.30 127.44 1.99 0.76 0.76
17.55 109.57 126.76 1.19 150.72 1.84 0.82 0.82
17.72 114.88 132.18 1.18 155.48 1.82 0.83 0.83
17.88 100.73 116.92 1.25 146.69 1.93 0.79 0.79
18.05 79.96 94.67 1.47 139.17 2.13 0.76 0.76
18.21 72.59 86.91 1.81 156.90 2.27 0.74 0.74
18.37 84.33 100.52 1.78 179.14 2.26 0.78 0.78
18.54 113.88 133.13 1.45 192.79 2.12 0.82 0.82
18.70 129.48 149.80 1.37 205.50 2.06 0.87 0.87
18.86 114.36 132.57 1.47 194.82 2.13 0.84 0.84
19.03 76.52 90.15 2.16 194.80 2.36 0.77 0.77
19.19 42.83 51.59 4.74 244.46 2.70 0.72 0.72
19.36 29.03 35.14 7.78 273.41 2.94 0.44 0.70
19.52 27.23 32.66 8.65 282.46 2.99 0.46 0.70
19.68 28.50 34.00 8.17 277.94 2.96 0.66 0.71
19.85 29.18 34.61 7.73 267.48 2.93 0.61 0.71
20.01 27.48 32.31 7.52 243.04 2.92 0.54 0.71
20.18 27.39 31.76 6.40 203.35 2.84 0.42 0.70
20.34 28.39 32.47 5.17 167.92 2.74 0.50 0.70
20.50 30.88 34.94 4.19 146.51 2.65 0.25 0.68
20.67 34.18 38.35 3.55 136.18 2.58 0.18 0.67
20.83 38.12 42.45 3.03 128.73 2.51 0.23 0.68
21.00 38.83 43.02 2.99 128.79 2.50 0.31 0.69
21.16 34.22 37.88 3.76 142.26 2.60 0.26 0.68
21.32 25.97 28.74 5.80 166.65 2.80 0.40 0.70
21.49 19.86 21.72 8.61 187.03 2.99 0.22 0.68
21.65 21.21 23.15 7.95 184.15 2.95 0.18 0.67
21.82 30.69 33.47 5.06 169.24 2.73 0.47 0.70
21.98 36.29 39.44 4.42 174.24 2.67 0.74 0.74
22.15 33.86 36.68 5.10 186.90 2.74 0.72 0.72
22.31 25.23 27.14 7.25 196.67 2.90 0.29 0.69
22.47 23.15 24.60 6.93 170.46 2.88 0.27 0.68
22.64 25.01 26.39 5.67 149.53 2.78 0.27 0.68
22.80 35.49 37.28 3.38 125.90 2.55 0.08 0.64
22.97 51.25 53.46 2.04 108.89 2.33 0.31 0.69
23.13 65.18 67.40 1.52 102.63 2.16 0.73 0.73
23.29 63.11 64.97 1.52 98.77 2.16 0.72 0.72
23.46 48.03 49.44 2.12 104.76 2.35 0.17 0.67
23.62 31.40 32.30 4.68 151.23 2.70 0.24 0.68
23.79 21.98 22.29 9.47 211.12 3.04 2.14 1.59
23.95 19.15 19.13 13.73 262.52 3.24 3.02 1.37
24.11 22.36 22.44 13.16 295.27 3.22 3.97 1.60
24.28 30.51 30.94 9.69 299.83 3.05 4.49 2.21
24.44 36.82 37.38 6.90 257.83 2.88 0.73 0.73
24.61 40.05 40.27 4.71 189.81 2.70 0.73 0.73
24.77 41.73 41.50 2.99 123.97 2.50 0.17 0.67
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 39 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
24.93 46.02 45.51 2.26 102.97 2.38 0.18 0.67
25.10 50.57 49.90 2.11 105.37 2.35 0.27 0.68
25.26 51.86 51.03 2.21 112.91 2.37 0.32 0.69
25.43 50.72 49.70 2.31 114.77 2.39 0.30 0.69
25.59 47.63 46.48 2.67 124.19 2.45 0.34 0.69
25.75 42.82 41.51 2.98 123.80 2.50 0.23 0.68
25.92 38.12 36.71 3.49 128.17 2.57 0.17 0.67
26.08 35.62 34.08 3.82 130.17 2.61 0.16 0.67
26.25 36.45 34.77 4.12 143.14 2.64 0.25 0.68
26.41 35.40 33.61 4.76 160.02 2.71 0.63 0.71
26.57 33.16 31.28 5.47 170.96 2.77 0.57 0.71
26.74 26.72 24.84 7.24 179.86 2.90 0.45 0.70
26.90 21.75 19.84 9.09 180.27 3.02 1.56 1.42
27.07 17.49 15.58 11.17 174.04 3.13 1.42 1.11
27.23 16.89 14.92 10.81 161.36 3.11 1.20 1.07
27.39 17.74 15.67 9.06 141.99 3.02 0.98 1.12
27.56 19.19 16.99 6.97 118.45 2.88 0.06 0.63
27.72 20.57 18.23 5.07 92.38 2.73 0.03 0.62
27.89 24.83 22.21 3.21 71.28 2.53 0.02 0.62
28.05 37.01 33.68 1.72 57.96 2.24 0.02 0.62
28.21 52.16 47.93 1.34 64.15 2.03 0.09 0.65
28.38 59.71 54.93 1.00 54.93 1.95 0.20 0.68
28.54 55.33 50.66 1.32 66.75 2.01 0.07 0.64
28.71 44.81 40.60 1.65 66.88 2.21 0.04 0.62
28.87 36.89 33.01 2.83 93.43 2.48 0.05 0.63
29.04 31.36 27.67 5.27 145.89 2.75 0.22 0.68
29.20 27.91 24.32 8.15 198.17 2.96 0.34 0.69
29.36 26.98 23.34 10.01 233.58 3.07 2.70 1.67
29.53 30.16 26.13 9.22 240.81 3.02 2.96 1.87
29.69 34.28 29.75 7.62 226.69 2.93 0.71 0.71
29.86 36.27 31.43 6.40 201.17 2.84 0.72 0.72
30.02 35.33 30.45 5.89 179.35 2.80 0.58 0.71
30.18 32.51 27.76 5.89 163.54 2.80 0.53 0.70
30.35 30.62 25.94 6.00 155.68 2.81 0.30 0.69
30.51 29.09 24.43 6.43 157.03 2.84 0.33 0.69
30.68 29.70 24.87 6.49 161.30 2.85 0.37 0.69
30.84 31.68 26.52 6.24 165.39 2.83 0.44 0.70
31.00 36.66 30.86 5.10 157.25 2.74 0.33 0.69
31.17 45.07 38.29 3.63 139.02 2.59 0.30 0.69
31.33 49.32 42.01 2.89 121.57 2.49 0.46 0.70
31.50 49.61 42.15 2.67 112.72 2.45 0.16 0.67
31.66 50.64 42.94 2.50 107.50 2.42 0.12 0.66
31.82 66.54 56.99 1.87 106.75 2.29 0.28 0.69
31.99 105.26 91.40 1.40 128.39 2.09 0.75 0.75
32.15 152.62 133.45 1.28 170.45 1.96 0.85 0.85
32.32 193.84 170.13 1.20 204.65 1.85 0.89 0.89
32.48 213.18 187.12 1.15 215.93 1.80 0.91 0.91
32.64 218.38 191.24 1.14 218.83 1.79 0.91 0.91
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 40 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
32.81 212.89 185.37 1.20 222.35 1.85 0.91 0.91
32.97 201.32 174.04 1.25 218.18 1.93 0.89 0.89
33.14 189.26 163.05 1.25 203.83 1.92 0.87 0.87
33.30 182.98 157.55 1.21 190.99 1.86 0.87 0.87
33.47 184.02 159.17 1.04 166.17 1.73 0.86 0.86
33.63 186.81 161.72 1.00 161.72 1.67 0.86 0.86
33.79 187.43 161.91 1.00 161.91 1.66 0.86 0.86
33.96 183.42 157.51 1.03 162.66 1.72 0.86 0.86
34.12 175.90 149.99 1.14 171.22 1.79 0.85 0.85
34.28 165.98 140.70 1.19 166.90 1.83 0.84 0.84
34.45 158.47 133.92 1.18 158.46 1.83 0.83 0.83
34.61 154.51 130.35 1.17 151.86 1.81 0.82 0.82
34.78 155.87 131.52 1.12 146.85 1.77 0.82 0.82
34.94 159.33 134.48 1.06 142.16 1.73 0.83 0.83
35.10 166.53 140.74 1.00 140.74 1.69 0.83 0.83
35.27 167.54 141.16 1.00 141.16 1.70 0.84 0.84
35.43 159.67 133.36 1.13 150.78 1.78 0.83 0.83
35.60 156.70 129.94 1.19 155.18 1.84 0.80 0.80
35.76 181.13 151.11 1.08 163.71 1.75 0.84 0.84
35.92 234.84 198.53 1.00 198.53 1.58 0.90 0.90
36.09 299.91 256.57 1.00 256.57 1.42 0.95 0.95
36.25 349.29 299.74 1.00 299.74 1.37 1.00 1.00
36.42 370.40 317.08 1.00 317.08 1.38 1.01 1.01
36.58 363.58 308.97 1.00 308.97 1.45 1.00 1.00
36.74 348.73 295.12 1.00 295.12 1.47 0.99 0.99
36.91 339.35 287.19 1.00 287.19 1.44 0.98 0.98
37.07 338.65 287.62 1.00 287.62 1.38 0.98 0.98
37.24 341.33 289.17 1.00 289.17 1.38 0.98 0.98
37.40 348.75 294.12 1.00 294.12 1.41 0.99 0.99
37.57 342.84 287.08 1.00 287.08 1.47 1.00 1.00
37.73 342.66 285.66 1.00 285.66 1.49 0.97 0.97
37.89 341.09 283.63 1.00 283.63 1.50 0.99 0.99
38.06 358.39 299.39 1.00 299.39 1.43 0.99 0.99
38.22 372.99 315.08 1.00 315.08 1.30 1.00 1.00
38.39 391.40 333.68 1.00 333.68 1.20 1.00 1.00
38.55 408.33 348.70 1.00 348.70 1.17 1.01 1.01
38.71 421.40 357.98 1.00 357.98 1.21 1.03 1.03
38.88 427.31 362.07 1.00 362.07 1.22 1.03 1.03
39.04 418.90 354.08 1.00 354.08 1.22 1.03 1.03
39.21 401.54 337.52 1.00 337.52 1.26 1.01 1.01
39.37 389.68 325.97 1.00 325.97 1.29 1.00 1.00
39.53 393.48 329.08 1.00 329.08 1.27 1.00 1.00
39.70 408.36 341.92 1.00 341.92 1.25 1.02 1.02
39.86 418.10 349.96 1.00 349.96 1.24 1.02 1.02
40.03 402.57 335.48 1.00 335.48 1.26 1.02 1.02
40.19 338.71 278.32 1.00 278.32 1.36 0.99 0.99
40.35 235.90 188.35 1.00 188.35 1.57 0.89 0.89
40.52 139.85 106.64 1.22 130.26 1.88 0.75 0.75
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 41 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
40.68 78.81 56.77 1.67 94.52 2.22 0.42 0.70
40.85 53.51 36.90 2.56 94.33 2.43 0.07 0.64
41.01 38.50 25.34 4.11 104.11 2.64 0.05 0.62
41.17 32.89 21.04 5.25 110.50 2.75 0.05 0.63
41.34 32.73 20.71 5.98 123.82 2.81 0.08 0.64
41.50 32.94 20.71 6.30 130.53 2.84 0.15 0.67
41.67 33.03 20.70 6.59 136.33 2.86 0.15 0.67
41.83 30.19 18.71 7.13 133.31 2.89 0.14 0.66
41.99 27.66 16.94 7.46 126.30 2.92 0.09 0.65
42.16 25.19 15.23 7.75 118.05 2.94 0.06 0.63
42.32 23.43 14.00 7.75 108.46 2.94 0.04 0.62
42.49 21.95 12.97 8.08 104.79 2.96 0.04 0.62
42.65 19.74 11.46 9.17 105.06 3.02 0.44 0.82
42.81 18.07 10.31 10.90 112.38 3.11 0.55 0.74
42.98 17.26 9.74 12.17 118.51 3.17 0.61 0.70
43.14 17.90 10.13 11.76 119.11 3.16 0.60 0.72
43.31 18.53 10.51 11.12 116.83 3.13 0.58 0.75
43.47 17.92 10.07 11.35 114.26 3.14 0.55 0.72
43.63 16.35 9.01 12.47 112.33 3.19 0.51 0.64
43.80 14.65 7.87 13.92 109.52 3.25 0.48 0.56
43.96 13.79 7.29 14.67 106.89 3.28 0.44 0.52
44.13 14.30 7.59 13.72 104.11 3.24 0.42 0.54
44.29 15.62 8.41 12.15 102.22 3.17 0.42 0.60
44.45 17.01 9.28 10.79 100.22 3.11 0.41 0.66
44.62 17.46 9.54 10.24 97.71 3.08 0.40 0.68
44.78 17.37 9.45 9.96 94.19 3.07 0.36 0.68
44.95 17.72 9.64 9.25 89.23 3.03 0.32 0.69
45.11 19.60 10.81 7.80 84.34 2.94 0.02 0.62
45.28 20.08 11.08 7.63 84.54 2.93 0.02 0.62
45.44 19.26 10.53 8.45 88.95 2.98 0.02 0.62
45.60 16.65 8.84 10.82 95.70 3.11 0.37 0.63
45.77 14.60 7.53 14.42 108.50 3.27 0.39 0.54
45.93 13.54 6.83 17.38 118.65 3.38 0.63 0.49
46.10 12.55 6.18 20.72 128.15 3.48 0.64 0.44
46.26 12.25 5.97 21.64 129.22 3.51 0.68 0.43
46.42 12.16 5.90 21.74 128.17 3.51 0.66 0.42
46.59 14.36 7.24 16.71 120.95 3.36 0.61 0.52
46.75 18.41 9.73 11.31 110.02 3.13 0.48 0.70
46.92 23.48 12.83 7.43 95.34 2.92 0.03 0.62
47.08 27.23 15.19 5.65 85.88 2.78 0.02 0.62
47.24 29.00 16.44 4.79 78.74 2.71 0.02 0.62
47.41 30.22 17.30 4.27 73.89 2.66 0.02 0.62
47.57 32.02 18.55 3.78 70.04 2.60 0.02 0.62
47.74 34.99 20.52 3.43 70.38 2.56 0.02 0.62
47.90 36.82 21.59 3.51 75.84 2.57 0.02 0.62
48.06 37.03 21.40 4.13 88.40 2.64 0.03 0.62
48.23 35.55 20.09 5.11 102.77 2.74 0.04 0.62
48.39 33.76 18.69 6.13 114.53 2.82 0.06 0.63
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 42 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
48.56 32.72 18.01 6.47 116.42 2.85 0.06 0.63
48.72 32.75 17.97 6.31 113.31 2.84 0.06 0.63
48.88 34.52 19.04 5.70 108.62 2.79 0.05 0.62
49.05 38.76 21.82 4.82 105.14 2.71 0.05 0.62
49.21 43.87 25.21 4.01 101.20 2.63 0.06 0.63
49.38 50.18 29.49 3.23 95.36 2.54 0.06 0.63
49.54 57.58 34.63 2.56 88.50 2.43 0.07 0.64
49.70 71.83 44.83 1.82 81.59 2.27 0.10 0.65
49.87 78.47 49.68 1.61 79.84 2.20 0.51 0.70
50.03 74.13 46.43 1.70 78.83 2.23 0.19 0.67
50.20 61.76 37.40 2.16 80.89 2.36 0.06 0.63
qt:
Kc:
Qtn,cs:
Ic:
Su(liq )/σ'v:
Su(peak)/σ'v:
Total cone resistance
Cone resistance correction factor due to fines
Adjusted and corrected cone resistance due to fines
Soil behavior type index
Calculated liquefied undrained strength ratio
Calculated peak undrained strength ratio
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:41:38 AM 43 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 44 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 45 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 46 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 47 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 48 ATTACHMENT 3
Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation
with SPT or
CPT
Design
earthquake
Ground
geometry
SPT data with
content fines
measurements or CPT data
Moment magnitude
of earthquake (Mw)
and peak surface
acceleration (amax)
Geometric parameters
for each of different
zones in level (or
gently sloping) ground
with (or without) a free
face
Liquefaction potential analysis
to calculate FS, (N1)60cs or
(qc1N)cs
(using the NCEER SPTCPTor-based method (Youd et al.
2001))
Calculation of the lateral
displacement index
(LDI)
(using Figure 1 and Equation [3])
Zones with three major
geometric parameters or
less - free face height (H),
the distance to a free face
(L), or/and slope (S)
Zones with
more than
three major
geometric
parameters
L/H
or/and
S
Estimated lateral displacement, LD
For gently sloping ground without a free face,
LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%)
For level ground with a free face,
(
LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40)
Evaluation of
lateral
displacements
based on
other
approaches
and
engineering
judgment
If
(N1)60cs < 14
or
(qc1N)cs < 70
evaluate
potential
of
flow
liquefaction
1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1
1 Equation [3]
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 49 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman ATTACHMENT 3
Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San Diego, CA
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 50 ATTACHMENT 3
Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS.
To estimate the severity of liquefaction extent at a given site, LPI is calculated based on the following equation:
LPI =
where:
FL = 1 - F.S. when F.S. less than 1
FL = 0 when F.S. greater than 1
z depth of measurment in meters
Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI:
⦁ LPI = 0 : Liquefaction risk is very low
⦁ 0 < LPI <= 5 : Liquefaction risk is low
⦁ 5 < LPI <= 15 : Liquefaction risk is high
⦁ LPI > 15 : Liquefaction risk is very high
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 51 ATTACHMENT 3
Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017):
where Ds is in the units of mm, c1= -8.35 and c2= 0.072 for LBS ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the building contact pressure in units of kPa, HL is the cumulative thickness of the liquefiable layers in the units of m, B is the building width in the units of m, CAVdp is a standardized version of the cumulative absolute velocity in the units of g-s, Sa1 is 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is:
where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL).
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 52 ATTACHMENT 3
References
⦁ Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8.
⦁ Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641 -652 ⦁ Boulanger, R.W. and Idriss, I. M., 20 14. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF
CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁ Robertson, P.K. and Cabal, K.L., 2007 , Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/
⦁ Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151 -8. ⦁ Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August.
⦁ Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes , M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817 -833
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168 -1180
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861 -871 ⦁ Pradel, D., 1998, Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368
⦁ Iwasaki, T., 1986, Soil liquefaction studies in Japan: state -of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70
⦁ Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction -induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94 –104 ⦁ P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355
⦁ P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS -Tokyo, June 2009 ⦁ Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, SAN diego, CA
⦁ R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT -Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132 , No. 8, August 1, 2006
⦁ I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12
⦁ Jonathan D. Bray & Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction -induced building settlement, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 201 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 53 ATTACHMENT 3
T A B L E O F C O N T E N T S
1 8
15 22
29 33
34 37
CPT 1 results
Summary data report
Input field data
Cyclic stress resistance results
Cyclic resistance ratio results
Liquefaction potential index data
Vertical settlements summary report
Vertical settlements data report
Strength loss data report
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:27 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
L IQ UEFA C TIO N A NA L YS IS R E P O R T
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
.
G.W.T. (in-situ):
G.W.T. (earthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Project title : Manteca WWTP Location : Manteca, CA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
CPT file : CPT 1
11.00 ft
9.00 ft
3 2.60
Based on SBT
Use fill:
Fill height:
Fill weight:
Trans. detect. applied:
Kσ applied:
No
N/A
N/A
No
Yes
Clay like behavior
applied:
Limit depth applied:
Limit depth:
MSF method:
Sands only
No
N/A
Method based
Cone resistance
qt (tsf)
200 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot CRR plot
CRR & CSR
0 0.2 0.4 0.6
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
qc1N,cs
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
Friction Ratio
Rf (%)
0 2 4 6 8 10
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio
Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot
Factor of safety
0 0.5 1 1.5 2
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Zone A1 : Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry
Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq 1 ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s
Friction Ratio
Rf (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio Pore pressure
u (psi)
0 50 100 150
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Pore pressure
Insitu
SBT Plot
Ic(SBT)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBT Plot Soil Behaviour Type
SBT (Robertson et al. 1986)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Soil Behaviour Type
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay & silty clay
Clay
Clay & silty clay
Clay
Silty sand & sandy silt
Clay & silty clay
Silty sand & sandy silt
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 2 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
Qtn
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r ma l i z e d ) Norm. friction ratio
Fr (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. friction ratio Nom. pore pressure ratio
Bq
-0.2 0 0.2 0.4 0.6 0.8 1
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Nom. pore pressure ratio SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot Norm. Soil Behaviour Type
SBTn (Robertson 1990)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. Soil Behaviour Type
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay
Organic soil
Clay & silty clay Clay
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 3 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
qc1N
100 200 300
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r me d i a t e r e s u l t s ) SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Apparent fines content
FC (%)
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Apparent fines content "Fines" adjustment
Delta qc1N
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 "Fines" adjustment mCRR
qc1N,cs
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 mCRR
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 4 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 CRR plot
CRR & CSR
0 0.2 0.4 0.6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Liquefaction potential
LPI
0 5 10 15 20
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Liquefaction potential Vertical settlements
Settlement (in)
0 1 2 3 4 5
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements Lateral displacements
LDI
0 Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Lateral displacements
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 5 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
F.S. color scheme LPI color scheme
Almost certain it will liquefy
Very likely to liquefy
Liquefaction and no liq. are equally likely
Unlike to liquefy
Almost certain it will not liquefy
Very high risk
High risk
Low risk
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
L i q u e f a c t i o n a n a l y s i s s u mma r y p l o t s qc1N,cs
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Thickness of surface layer, H1 (m)
0 1 2 3 4 5 6 7 8 9 10
Thickness of liquefiable sand layer, H2 (m)
12.0 11.0
10.0 9.0
8.0 7.0
6.0 5.0
4.0 3.0
2.0 1.0
0.0 CPT 1 (22.75)
Analysis PGA: 0.43
PGA 0.40g - 0.50g
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 6 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
qc1N
100 200 300
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C h e c k f o r s t r e n g t h l o s s p l o t s ( Id r i s s & Bo u l a n g e r ( 2 0 0 8 ) ) Residual strength correction
Delta qc1N-Sr
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Residual strength correction Corrected norm. cone resistance qc1Ncs-Sr
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Corrected norm. cone resistance SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Liquefied Su/Sig'v
Su/Sig'v
0 0.1 0.2 0.3 0.4 0.5
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Peak Su ratio Liq. Su ratio
Liquefied Su/Sig'v
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 7 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
I&B (2008)
R&W (1998)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data ::
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
1 1.31 19.66 0.22 0.99 25.89 106.41
2 1.48 16.04 0.23 0.58 29.25 107.07
3 1.64 15.14 0.30 0.42 36.05 108.47
4 1.80 12.95 0.42 0.39 40.18 108.78
5 1.97 11.89 0.31 0.25 42.19 108.04
6 2.13 11.69 0.23 0.19 39.89 105.63
7 2.30 10.87 0.17 1.01 37.49 103.64
8 2.46 10.95 0.14 0.57 35.03 101.79
9 2.63 11.30 0.11 0.38 32.41 100.64
10 2.79 11.95 0.10 0.32 29.67 99.47
11 2.95 12.45 0.09 0.32 27.17 99.04
12 3.12 13.96 0.09 0.32 24.36 98.69
13 3.28 15.74 0.08 0.37 21.66 98.71
14 3.44 17.48 0.08 0.56 5.00 98.71
15 3.61 19.05 0.08 0.51 5.00 99.27
16 3.77 19.33 0.09 0.50 5.00 100.26
17 3.94 20.68 0.11 0.38 18.55 101.23
18 4.10 19.92 0.12 0.35 18.96 102.09
19 4.26 20.32 0.13 0.28 19.94 102.65
20 4.43 19.47 0.14 0.25 20.51 103.15
21 4.59 19.71 0.15 0.27 21.05 103.33
22 4.76 19.48 0.14 0.24 20.79 103.27
23 4.92 19.97 0.14 0.21 20.09 103.29
24 5.08 21.59 0.14 0.20 18.77 103.41
25 5.25 23.49 0.14 0.23 17.48 103.76
26 5.41 25.02 0.15 0.21 16.33 103.92
27 5.58 26.13 0.14 0.07 15.29 104.04
28 5.74 27.94 0.14 0.11 14.05 104.28
29 5.91 31.19 0.15 0.13 5.00 104.74
30 6.07 35.40 0.16 0.20 5.00 104.76
31 6.23 38.85 0.13 0.19 5.00 104.89
32 6.40 41.42 0.14 0.18 5.00 104.97
33 6.56 43.21 0.15 0.17 5.00 105.74
34 6.73 43.70 0.17 0.15 5.00 106.48
35 6.89 42.55 0.19 0.11 5.00 107.24
36 7.05 39.64 0.21 0.05 11.18 108.03
37 7.22 35.73 0.24 -0.03 13.27 108.72
38 7.38 32.75 0.28 -0.07 15.15 109.38
39 7.55 32.77 0.30 -0.08 15.83 109.91
40 7.71 34.96 0.31 -0.06 15.40 110.24
41 7.87 36.53 0.30 -0.10 14.46 110.24
42 8.04 37.71 0.29 -0.14 13.10 109.97
43 8.20 41.52 0.26 -0.20 11.47 109.56
44 8.37 45.15 0.24 -0.65 10.43 109.17
45 8.53 43.86 0.23 -1.23 10.38 108.89
46 8.69 41.20 0.23 -1.37 10.99 108.42
47 8.86 38.12 0.21 -0.94 11.99 108.16
48 9.02 35.46 0.23 -1.09 13.09 107.92
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 8 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
49 9.19 33.19 0.23 -0.96 14.27 108.03
50 9.35 32.09 0.23 -0.72 14.59 107.66
51 9.51 32.64 0.20 -0.64 14.44 107.51
52 9.68 33.97 0.21 -0.73 13.77 107.45
53 9.84 36.39 0.22 -0.80 13.29 107.81
54 10.01 38.00 0.22 -0.99 13.01 107.97
55 10.17 37.31 0.22 -1.08 13.02 107.95
56 10.34 36.86 0.21 -0.95 13.33 107.81
57 10.50 35.95 0.21 -0.87 14.42 107.35
58 10.66 29.10 0.20 0.58 14.40 107.15
59 10.83 36.65 0.20 -0.28 14.37 107.12
60 10.99 36.61 0.21 -0.20 13.30 107.55
61 11.15 38.29 0.22 -0.09 12.66 107.77
62 11.32 42.47 0.21 -1.73 5.00 108.11
63 11.48 48.98 0.21 -2.77 5.00 108.55
64 11.65 52.37 0.23 -1.52 5.00 109.41
65 11.81 54.03 0.27 -0.05 10.01 110.70
66 11.97 53.15 0.34 0.58 10.43 111.20
67 12.14 51.76 0.30 0.99 10.37 110.68
68 12.30 51.37 0.21 1.05 5.00 109.49
69 12.47 52.86 0.22 1.07 5.00 109.15
70 12.63 50.39 0.26 1.16 5.00 109.29
71 12.79 48.04 0.23 1.53 5.00 109.35
72 12.96 48.69 0.23 1.59 5.00 109.34
73 13.12 50.48 0.26 1.30 10.43 109.79
74 13.29 52.46 0.27 0.92 10.20 109.99
75 13.45 52.68 0.24 0.88 5.00 109.74
76 13.62 53.44 0.23 1.53 5.00 109.32
77 13.78 56.94 0.22 1.60 5.00 109.04
78 13.94 59.02 0.21 1.76 5.00 108.64
79 14.11 59.59 0.19 1.90 5.00 108.26
80 14.27 55.09 0.19 1.84 5.00 108.31
81 14.44 57.73 0.21 2.11 5.00 108.73
82 14.60 59.67 0.23 2.35 5.00 109.31
83 14.76 58.46 0.24 2.46 5.00 108.59
84 14.93 38.93 0.17 2.47 13.35 107.45
85 15.09 19.92 0.19 2.69 21.32 105.87
86 15.26 14.94 0.20 4.04 33.14 105.15
87 15.42 11.29 0.21 5.74 38.43 104.98
88 15.58 12.78 0.21 9.81 34.41 105.49
89 15.75 21.02 0.21 9.78 28.04 105.79
90 15.91 22.72 0.19 20.60 25.47 107.03
91 16.08 21.92 0.29 27.98 26.64 108.26
92 16.24 21.72 0.34 29.76 29.61 109.81
93 16.40 20.71 0.39 27.06 31.99 110.95
94 16.57 20.75 0.46 17.34 34.07 112.54
95 16.73 22.94 0.62 22.27 33.17 114.66
96 16.90 30.35 0.79 33.35 30.69 116.62
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 9 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
97 17.06 35.65 0.89 42.45 27.42 118.31
98 17.22 42.48 1.02 78.12 19.39 120.02
99 17.39 84.52 1.07 98.63 12.55 121.42
100 17.55 119.95 1.06 5.99 8.91 122.43
101 17.72 122.76 1.17 -1.71 8.61 122.89
102 17.88 101.92 1.22 -4.48 11.05 123.22
103 18.05 77.68 1.39 -5.61 16.79 124.30
104 18.21 60.49 2.13 -5.28 21.29 125.88
105 18.37 79.73 2.55 1.96 21.04 128.13
106 18.54 112.82 3.18 0.06 16.39 129.73
107 18.70 149.04 3.11 0.97 14.76 130.51
108 18.86 126.57 3.14 0.07 16.78 130.02
109 19.03 67.48 2.93 -2.31 24.68 128.65
110 19.19 35.59 2.64 -2.84 40.62 127.10
111 19.36 25.55 2.98 -3.11 54.42 126.02
112 19.52 26.05 2.78 -1.93 57.94 126.11
113 19.68 30.18 2.93 -0.33 56.03 126.18
114 19.85 29.27 2.93 1.69 54.20 125.89
115 20.01 28.01 2.39 3.77 53.34 124.54
116 20.18 25.02 1.67 4.67 48.49 122.57
117 20.34 28.73 1.29 19.52 42.76 120.72
118 20.50 30.76 1.14 22.11 37.78 119.83
119 20.67 32.17 1.10 27.08 34.20 119.79
120 20.83 38.41 1.15 34.75 31.03 119.98
121 21.00 42.18 1.11 48.90 30.78 120.13
122 21.16 34.22 1.15 32.11 35.37 120.29
123 21.32 24.96 1.37 8.55 45.74 120.17
124 21.49 18.04 1.39 8.24 57.79 120.02
125 21.65 16.19 1.43 9.52 55.13 120.19
126 21.82 28.97 1.38 11.38 42.20 121.46
127 21.98 46.58 1.61 2.03 38.97 122.89
128 22.15 33.17 2.10 -2.69 42.40 123.19
129 22.31 21.88 1.71 -2.38 52.18 122.00
130 22.47 20.72 1.27 0.13 50.81 119.87
131 22.64 26.79 0.92 5.95 45.13 118.84
132 22.80 27.32 1.11 8.43 33.17 119.37
133 22.97 51.96 1.13 12.89 23.58 120.27
134 23.13 74.04 0.93 9.37 17.66 120.27
135 23.29 69.17 0.87 3.21 17.63 119.60
136 23.46 45.94 0.90 -0.52 24.32 119.46
137 23.62 28.98 1.12 -2.61 40.33 120.55
138 23.79 19.36 1.85 -1.73 61.17 122.37
139 23.95 17.66 2.62 -0.30 76.34 124.60
140 24.11 20.46 3.48 0.63 74.45 126.70
141 24.28 28.96 3.95 0.59 62.01 128.16
142 24.44 42.09 3.64 0.43 50.67 127.40
143 24.61 39.40 1.78 -0.34 40.49 124.67
144 24.77 38.66 0.86 -0.68 30.74 120.50
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 10 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
145 24.93 47.15 0.86 -0.92 25.53 119.10
146 25.10 52.30 1.07 -2.12 24.26 119.99
147 25.26 52.33 1.13 -1.32 25.11 120.98
148 25.43 51.04 1.28 -1.97 25.91 121.04
149 25.59 48.86 1.13 -2.54 28.61 121.51
150 25.75 43.10 1.44 -2.94 30.71 120.73
151 25.92 36.62 1.02 -3.54 33.85 120.28
152 26.08 34.80 1.05 -3.76 35.73 119.98
153 26.25 35.61 1.37 -3.77 37.37 121.18
154 26.41 39.09 1.60 -3.89 40.73 122.21
155 26.57 31.67 1.70 -4.12 44.18 122.53
156 26.74 28.91 1.69 -4.46 52.15 121.84
157 26.90 19.77 1.50 -4.27 59.68 120.82
158 27.07 16.74 1.36 -3.27 67.51 119.39
159 27.23 16.08 1.16 -1.52 66.21 118.24
160 27.39 17.93 0.95 -0.10 59.58 116.78
161 27.56 19.21 0.69 1.44 50.99 114.83
162 27.72 20.36 0.45 3.40 42.26 112.06
163 27.89 22.01 0.26 5.13 32.15 110.12
164 28.05 31.91 0.29 7.00 20.34 109.70
165 28.21 56.43 0.27 34.60 13.90 110.68
166 28.38 66.87 0.28 46.91 5.00 110.95
167 28.54 54.16 0.29 34.47 13.28 111.23
168 28.71 43.44 0.33 24.11 19.43 113.01
169 28.87 35.76 0.61 16.63 29.70 116.62
170 29.04 30.68 1.20 14.22 43.26 120.57
171 29.20 26.96 2.07 16.12 55.93 123.50
172 29.36 25.41 2.76 17.28 63.22 125.37
173 29.53 27.84 3.04 18.11 60.18 126.27
174 29.69 36.44 2.78 19.84 53.74 126.21
175 29.86 37.73 2.34 19.87 48.48 125.18
176 30.02 33.74 1.84 22.60 46.16 123.76
177 30.18 33.56 1.60 24.54 46.17 122.22
178 30.35 29.16 1.37 26.18 46.68 121.30
179 30.51 28.01 1.36 27.41 48.60 121.10
180 30.68 28.86 1.56 31.77 48.87 121.56
181 30.84 30.89 1.62 34.29 47.75 122.25
182 31.00 33.70 1.70 44.58 42.39 122.60
183 31.17 43.59 1.55 45.66 34.66 122.66
184 31.33 56.31 1.33 20.85 30.13 121.86
185 31.50 46.70 1.10 27.32 28.63 121.07
186 31.66 44.47 1.14 44.83 27.40 120.69
187 31.82 58.86 1.13 58.47 22.01 122.25
188 31.99 93.50 1.54 90.90 15.52 125.69
189 32.15 160.96 2.55 21.11 11.90 129.02
190 32.32 201.79 3.18 -0.54 9.29 130.54
191 32.48 218.49 2.54 -2.05 8.14 130.93
192 32.64 219.33 2.73 -1.82 7.96 131.12
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 11 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
193 32.81 217.42 3.33 -2.57 9.19 131.92
194 32.97 202.02 3.62 -2.95 11.01 132.67
195 33.14 184.65 3.98 -3.19 10.88 131.54
196 33.30 181.25 1.96 -3.54 9.56 129.73
197 33.47 183.18 1.61 -3.69 6.64 126.58
198 33.63 187.79 1.33 -3.51 5.54 125.37
199 33.79 189.62 1.19 -3.05 5.45 125.29
200 33.96 185.00 1.57 -2.77 6.53 126.32
201 34.12 175.77 1.98 -2.42 7.92 127.22
202 34.28 167.03 1.89 -2.24 8.84 127.20
203 34.45 155.25 1.66 -1.95 8.77 126.28
204 34.61 153.18 1.40 0.28 8.36 125.35
205 34.78 155.13 1.33 -1.01 7.52 124.48
206 34.94 159.33 1.15 -1.47 6.78 123.92
207 35.10 163.58 1.09 -1.85 5.92 123.57
208 35.27 176.66 1.11 4.12 6.15 123.98
209 35.43 162.35 1.34 -0.69 7.73 125.10
210 35.60 139.95 1.74 -0.40 9.05 126.24
211 35.76 167.80 1.85 1.27 7.07 126.55
212 35.92 235.63 1.32 -0.40 4.01 127.02
213 36.09 301.09 1.64 -0.90 1.80 127.59
214 36.25 363.02 1.82 -0.04 1.18 129.04
215 36.42 383.79 2.07 -0.36 1.31 130.28
216 36.58 364.37 2.53 1.65 2.09 131.39
217 36.74 342.55 2.93 1.61 2.38 131.17
218 36.91 339.18 1.95 2.45 2.03 130.09
219 37.07 336.23 1.58 1.61 1.25 128.55
220 37.24 340.45 1.70 2.40 1.34 128.86
221 37.40 347.21 2.16 3.52 1.71 129.93
222 37.57 358.40 2.40 7.28 2.41 130.87
223 37.73 322.56 2.60 13.08 2.76 131.41
224 37.89 346.65 2.71 5.36 2.82 131.42
225 38.06 353.67 2.41 8.71 1.93 130.75
226 38.22 374.50 1.81 9.47 0.43 128.37
227 38.39 390.42 0.72 8.30 0.00 126.56
228 38.55 408.87 1.27 10.76 0.00 126.59
229 38.71 425.29 1.77 10.15 0.00 128.16
230 38.88 429.58 1.57 11.73 0.00 128.66
231 39.04 426.57 1.57 12.87 0.00 128.46
232 39.21 399.99 1.67 14.40 0.00 128.54
233 39.37 377.42 1.69 16.80 0.27 128.66
234 39.53 390.98 1.71 14.44 0.14 128.51
235 39.70 411.33 1.55 17.39 0.00 128.60
236 39.86 421.99 1.70 21.63 0.00 128.77
237 40.03 420.07 1.78 23.68 0.04 128.62
238 40.19 364.72 1.51 19.05 1.06 127.87
239 40.35 230.57 1.48 11.23 3.81 126.28
240 40.52 111.86 1.34 7.80 9.86 124.35
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 12 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
241 40.68 76.79 1.14 4.81 19.66 122.12
242 40.85 47.38 1.05 15.60 27.78 120.06
243 41.01 35.23 0.84 57.86 37.33 118.84
244 41.17 31.35 0.98 33.23 43.15 118.49
245 41.34 30.41 1.06 25.30 46.58 119.90
246 41.50 35.25 1.46 24.35 48.05 120.62
247 41.67 31.69 1.33 51.71 49.31 121.18
248 41.83 30.49 1.37 39.84 51.66 120.38
249 41.99 26.56 1.14 36.44 53.06 119.19
250 42.16 24.34 0.85 34.26 54.30 117.77
251 42.32 23.24 0.87 29.40 54.28 116.21
252 42.49 21.38 0.64 28.09 55.66 115.36
253 42.65 20.03 0.64 25.28 60.00 114.84
254 42.81 16.70 0.79 23.93 66.53 115.42
255 42.98 16.38 0.88 27.06 71.06 116.02
256 43.14 17.55 0.88 27.96 69.61 116.27
257 43.31 18.58 0.84 28.26 67.32 116.15
258 43.47 18.27 0.81 27.02 68.14 115.68
259 43.63 15.78 0.75 23.87 72.09 115.05
260 43.80 13.98 0.71 20.22 76.97 114.24
261 43.96 13.23 0.65 22.09 79.41 113.64
262 44.13 13.22 0.62 23.70 76.31 113.38
263 44.29 15.37 0.62 28.94 70.98 113.46
264 44.45 17.05 0.61 31.20 66.14 113.55
265 44.62 17.30 0.59 31.32 64.08 113.30
266 44.78 16.69 0.54 31.39 63.05 112.72
267 44.95 16.77 0.48 31.50 60.32 112.00
268 45.11 18.31 0.43 33.41 54.50 111.71
269 45.28 22.41 0.44 26.43 53.78 111.90
270 45.44 18.28 0.51 25.77 57.14 112.43
271 45.60 15.93 0.56 29.18 66.23 112.82
272 45.77 14.49 0.60 31.62 78.61 114.27
273 45.93 12.05 0.96 32.32 87.78 115.43
274 46.10 12.66 0.98 33.93 97.23 116.42
275 46.26 11.40 1.05 41.01 100.00 116.50
276 46.42 11.01 1.02 40.81 100.00 116.37
277 46.59 12.49 0.94 28.44 85.78 116.00
278 46.75 17.92 0.74 45.02 68.00 115.52
279 46.92 23.00 0.65 53.94 52.95 114.70
280 47.08 27.09 0.53 69.67 45.07 114.19
281 47.24 28.63 0.53 82.45 40.88 113.42
282 47.41 27.84 0.44 86.14 38.19 112.85
283 47.57 30.73 0.40 72.40 35.49 112.56
284 47.74 33.68 0.45 105.29 33.49 113.34
285 47.90 36.10 0.55 131.68 33.98 114.75
286 48.06 35.25 0.67 139.76 37.44 116.79
287 48.23 33.90 0.98 133.42 42.49 118.44
288 48.39 31.76 1.14 126.26 47.25 119.52
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 13 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
289 48.56 30.15 1.16 121.12 48.77 119.54
290 48.72 30.85 1.03 127.89 48.06 119.20
291 48.88 31.81 0.99 128.32 45.30 119.00
292 49.05 35.24 1.02 136.68 41.01 119.36
293 49.21 43.29 1.06 147.76 36.82 119.77
294 49.38 46.61 1.04 165.00 32.30 120.04
295 49.54 53.66 1.00 171.75 27.78 120.13
296 49.70 64.80 0.96 195.26 21.45 120.33
297 49.87 91.08 0.90 46.36 18.90 120.15
298 50.03 75.84 0.85 13.75 20.06 119.88
299 50.20 54.40 0.91 14.88 24.70 119.46
Abbreviations
Depth:
qc:
fs:
u:
Fines content:
Unit weight:
Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf)
Sleeve friction resistance (tsf)
Pore pressure (tsf)
Percentage of fines in soil (%)
Bulk soil unit weight (pcf)
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 14 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data ::
Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
1 1.31 0.07 0.00 0.07 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 2 1.48 0.08 0.00 0.08 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 3 1.64 0.09 0.00 0.09 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 4 1.80 0.10 0.00 0.10 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 5 1.97 0.11 0.00 0.11 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 6 2.13 0.11 0.00 0.11 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 7 2.30 0.12 0.00 0.12 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 8 2.46 0.13 0.00 0.13 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 9 2.63 0.14 0.00 0.14 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 10 2.79 0.15 0.00 0.15 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 11 2.95 0.16 0.00 0.16 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 12 3.12 0.16 0.00 0.16 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 13 3.28 0.17 0.00 0.17 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 14 3.44 0.18 0.00 0.18 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 15 3.61 0.19 0.00 0.19 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 16 3.77 0.20 0.00 0.20 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 17 3.94 0.20 0.00 0.20 1.00 0.278 1.10 0.252 1.10 1.10 2.000 No 18 4.10 0.21 0.00 0.21 1.00 0.278 1.10 0.252 1.10 1.10 2.000 No 19 4.26 0.22 0.00 0.22 0.99 0.278 1.10 0.252 1.09 1.10 2.000 No 20 4.43 0.23 0.00 0.23 0.99 0.278 1.10 0.252 1.09 1.10 2.000 No 21 4.59 0.24 0.00 0.24 0.99 0.278 1.10 0.252 1.09 1.10 2.000 No 22 4.76 0.25 0.00 0.25 0.99 0.278 1.10 0.252 1.09 1.10 2.000 No 23 4.92 0.25 0.00 0.25 0.99 0.278 1.10 0.252 1.09 1.10 2.000 No 24 5.08 0.26 0.00 0.26 0.99 0.277 1.10 0.252 1.09 1.10 2.000 No 25 5.25 0.27 0.00 0.27 0.99 0.277 1.10 0.251 1.09 1.10 2.000 No 26 5.41 0.28 0.00 0.28 0.99 0.277 1.10 0.251 1.09 1.10 2.000 No 27 5.58 0.29 0.00 0.29 0.99 0.277 1.10 0.251 1.09 1.10 2.000 No 28 5.74 0.30 0.00 0.30 0.99 0.277 1.10 0.251 1.09 1.10 2.000 No 29 5.91 0.31 0.00 0.31 0.99 0.277 1.10 0.251 1.09 1.10 2.000 No 30 6.07 0.31 0.00 0.31 0.99 0.277 1.10 0.251 1.09 1.10 2.000 No 31 6.23 0.32 0.00 0.32 0.99 0.276 1.10 0.251 1.09 1.10 2.000 No 32 6.40 0.33 0.00 0.33 0.99 0.276 1.10 0.250 1.09 1.10 2.000 No 33 6.56 0.34 0.00 0.34 0.99 0.276 1.10 0.250 1.09 1.10 2.000 No 34 6.73 0.35 0.00 0.35 0.99 0.276 1.10 0.250 1.09 1.10 2.000 No 35 6.89 0.36 0.00 0.36 0.99 0.276 1.10 0.250 1.09 1.10 2.000 No 36 7.05 0.37 0.00 0.37 0.99 0.276 1.10 0.250 1.08 1.10 2.000 No 37 7.22 0.38 0.00 0.38 0.99 0.275 1.10 0.250 1.08 1.10 2.000 No 38 7.38 0.38 0.00 0.38 0.98 0.275 1.10 0.250 1.07 1.10 2.000 No 39 7.55 0.39 0.00 0.39 0.98 0.275 1.10 0.250 1.07 1.10 2.000 No 40 7.71 0.40 0.00 0.40 0.98 0.275 1.10 0.249 1.07 1.10 2.000 No 41 7.87 0.41 0.00 0.41 0.98 0.275 1.10 0.249 1.07 1.10 2.000 No 42 8.04 0.42 0.00 0.42 0.98 0.275 1.10 0.249 1.07 1.10 2.000 No 43 8.20 0.43 0.00 0.43 0.98 0.275 1.10 0.249 1.07 1.10 2.000 No 44 8.37 0.44 0.00 0.44 0.98 0.274 1.10 0.249 1.07 1.10 2.000 No 45 8.53 0.45 0.00 0.45 0.98 0.274 1.10 0.249 1.07 1.10 2.000 No 46 8.69 0.46 0.00 0.46 0.98 0.274 1.10 0.249 1.07 1.10 2.000 No 47 8.86 0.47 0.00 0.47 0.98 0.274 1.10 0.248 1.06 1.10 2.000 No 48 9.02 0.47 0.00 0.47 0.98 0.274 1.10 0.249 1.06 1.10 0.258 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 15 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
49 9.19 0.48 0.01 0.48 0.98 0.277 1.10 0.251 1.06 1.10 0.262 No 50 9.35 0.49 0.01 0.48 0.98 0.280 1.10 0.254 1.05 1.10 0.265 No 51 9.51 0.50 0.02 0.48 0.98 0.282 1.10 0.256 1.05 1.10 0.267 No 52 9.68 0.51 0.02 0.49 0.98 0.285 1.10 0.258 1.05 1.10 0.270 No 53 9.84 0.52 0.03 0.49 0.98 0.287 1.10 0.261 1.05 1.10 0.272 No 54 10.01 0.53 0.03 0.50 0.98 0.290 1.10 0.263 1.06 1.10 0.274 No 55 10.17 0.54 0.04 0.50 0.98 0.292 1.10 0.265 1.05 1.10 0.277 No 56 10.34 0.55 0.04 0.50 0.97 0.295 1.10 0.267 1.05 1.10 0.279 No 57 10.50 0.55 0.05 0.51 0.97 0.297 1.10 0.270 1.05 1.10 0.282 No 58 10.66 0.56 0.05 0.51 0.97 0.300 1.10 0.272 1.05 1.10 0.285 No 59 10.83 0.57 0.06 0.51 0.97 0.302 1.10 0.274 1.05 1.10 0.287 No 60 10.99 0.58 0.06 0.52 0.97 0.304 1.10 0.276 1.05 1.10 0.289 No 61 11.15 0.59 0.07 0.52 0.97 0.306 1.10 0.278 1.05 1.10 0.291 No 62 11.32 0.60 0.07 0.53 0.97 0.309 1.10 0.280 1.05 1.10 0.292 No 63 11.48 0.61 0.08 0.53 0.97 0.311 1.10 0.282 1.06 1.10 0.294 No 64 11.65 0.62 0.08 0.53 0.97 0.313 1.10 0.284 1.06 1.10 0.295 No 65 11.81 0.63 0.09 0.54 0.97 0.315 1.10 0.286 1.06 1.10 0.297 No 66 11.97 0.63 0.09 0.54 0.97 0.317 1.10 0.288 1.06 1.10 0.300 No 67 12.14 0.64 0.10 0.55 0.97 0.319 1.10 0.289 1.05 1.10 0.302 No 68 12.30 0.65 0.10 0.55 0.97 0.321 1.10 0.291 1.05 1.10 0.304 No 69 12.47 0.66 0.11 0.55 0.97 0.323 1.10 0.293 1.05 1.10 0.306 No 70 12.63 0.67 0.11 0.56 0.97 0.325 1.10 0.295 1.05 1.10 0.308 No 71 12.79 0.68 0.12 0.56 0.97 0.327 1.10 0.296 1.05 1.10 0.310 No 72 12.96 0.69 0.12 0.56 0.96 0.329 1.10 0.298 1.05 1.10 0.312 No 73 13.12 0.70 0.13 0.57 0.96 0.330 1.10 0.300 1.05 1.10 0.314 No 74 13.29 0.71 0.13 0.57 0.96 0.332 1.10 0.301 1.05 1.10 0.316 No 75 13.45 0.72 0.14 0.58 0.96 0.334 1.10 0.303 1.05 1.10 0.317 No 76 13.62 0.72 0.14 0.58 0.96 0.336 1.10 0.304 1.05 1.10 0.319 No 77 13.78 0.73 0.15 0.58 0.96 0.337 1.10 0.306 1.05 1.10 0.320 No 78 13.94 0.74 0.15 0.59 0.96 0.339 1.10 0.307 1.05 1.10 0.322 No 79 14.11 0.75 0.16 0.59 0.96 0.341 1.10 0.309 1.05 1.10 0.323 No 80 14.27 0.76 0.16 0.60 0.96 0.342 1.10 0.310 1.05 1.10 0.326 No 81 14.44 0.77 0.17 0.60 0.96 0.344 1.10 0.312 1.05 1.10 0.327 No 82 14.60 0.78 0.17 0.60 0.96 0.345 1.10 0.313 1.05 1.10 0.329 No 83 14.76 0.79 0.18 0.61 0.96 0.347 1.10 0.314 1.05 1.10 0.330 No 84 14.93 0.80 0.18 0.61 0.96 0.348 1.10 0.316 1.04 1.10 0.335 No 85 15.09 0.80 0.19 0.61 0.96 0.350 1.10 0.317 1.03 1.10 0.339 No 86 15.26 0.81 0.20 0.62 0.96 0.351 1.10 0.319 1.03 1.10 0.341 No 87 15.42 0.82 0.20 0.62 0.95 0.353 1.10 0.320 1.03 1.10 0.343 No 88 15.58 0.83 0.21 0.62 0.95 0.354 1.10 0.321 1.03 1.10 0.344 No 89 15.75 0.84 0.21 0.63 0.95 0.356 1.10 0.323 1.03 1.10 0.345 No 90 15.91 0.85 0.22 0.63 0.95 0.357 1.10 0.324 1.03 1.10 0.346 No 91 16.08 0.86 0.22 0.64 0.95 0.358 1.10 0.325 1.03 1.10 0.347 No 92 16.24 0.87 0.23 0.64 0.95 0.360 1.10 0.326 1.03 1.10 0.349 No 93 16.40 0.87 0.23 0.64 0.95 0.361 1.10 0.327 1.03 1.10 0.350 No 94 16.57 0.88 0.24 0.65 0.95 0.362 1.10 0.328 1.03 1.10 0.352 No 95 16.73 0.89 0.24 0.65 0.95 0.363 1.10 0.329 1.03 1.10 0.353 No 96 16.90 0.90 0.25 0.66 0.95 0.364 1.10 0.331 1.03 1.10 0.353 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 16 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
97 17.06 0.91 0.25 0.66 0.95 0.366 1.10 0.332 1.03 1.10 0.354 No 98 17.22 0.92 0.26 0.67 0.95 0.367 1.10 0.332 1.03 1.10 0.354 No 99 17.39 0.93 0.26 0.67 0.95 0.368 1.10 0.333 1.05 1.10 0.350 No 100 17.55 0.94 0.27 0.68 0.95 0.369 1.10 0.334 1.06 1.10 0.346 No 101 17.72 0.95 0.27 0.68 0.94 0.370 1.10 0.335 1.06 1.10 0.347 No 102 17.88 0.96 0.28 0.69 0.94 0.370 1.10 0.336 1.05 1.10 0.352 No 103 18.05 0.97 0.28 0.69 0.94 0.371 1.10 0.337 1.04 1.10 0.356 No 104 18.21 0.98 0.29 0.70 0.94 0.372 1.10 0.338 1.03 1.10 0.359 No 105 18.37 0.99 0.29 0.70 0.94 0.373 1.10 0.338 1.04 1.10 0.358 No 106 18.54 1.00 0.30 0.71 0.94 0.374 1.10 0.339 1.05 1.10 0.355 No 107 18.70 1.01 0.30 0.71 0.94 0.374 1.10 0.340 1.07 1.10 0.350 No 108 18.86 1.03 0.31 0.72 0.94 0.375 1.10 0.340 1.05 1.10 0.355 No 109 19.03 1.04 0.31 0.72 0.94 0.376 1.10 0.341 1.03 1.10 0.363 No 110 19.19 1.05 0.32 0.73 0.94 0.377 1.10 0.342 1.02 1.10 0.367 No 111 19.36 1.06 0.32 0.73 0.94 0.377 1.10 0.342 1.02 1.10 0.369 No 112 19.52 1.07 0.33 0.74 0.94 0.378 1.10 0.343 1.02 1.10 0.369 No 113 19.68 1.08 0.33 0.74 0.94 0.379 1.10 0.343 1.02 1.10 0.370 No 114 19.85 1.09 0.34 0.75 0.93 0.379 1.10 0.344 1.02 1.10 0.371 No 115 20.01 1.10 0.34 0.75 0.93 0.380 1.10 0.345 1.02 1.10 0.372 No 116 20.18 1.11 0.35 0.76 0.93 0.381 1.10 0.345 1.02 1.10 0.373 No 117 20.34 1.12 0.35 0.76 0.93 0.381 1.10 0.346 1.02 1.10 0.373 No 118 20.50 1.13 0.36 0.77 0.93 0.382 1.10 0.347 1.02 1.10 0.374 No 119 20.67 1.14 0.36 0.77 0.93 0.383 1.10 0.347 1.02 1.10 0.375 No 120 20.83 1.15 0.37 0.78 0.93 0.383 1.10 0.348 1.02 1.10 0.375 No 121 21.00 1.16 0.37 0.78 0.93 0.384 1.10 0.348 1.02 1.10 0.375 No 122 21.16 1.17 0.38 0.79 0.93 0.385 1.10 0.349 1.02 1.10 0.377 No 123 21.32 1.18 0.38 0.79 0.93 0.385 1.10 0.349 1.02 1.10 0.378 No 124 21.49 1.19 0.39 0.80 0.93 0.386 1.10 0.350 1.01 1.10 0.379 No 125 21.65 1.20 0.39 0.80 0.93 0.387 1.10 0.351 1.01 1.10 0.380 No 126 21.82 1.21 0.40 0.81 0.93 0.387 1.10 0.351 1.02 1.10 0.380 No 127 21.98 1.22 0.41 0.81 0.93 0.388 1.10 0.352 1.02 1.10 0.380 No 128 22.15 1.23 0.41 0.82 0.92 0.388 1.10 0.352 1.02 1.10 0.381 No 129 22.31 1.24 0.42 0.82 0.92 0.389 1.10 0.352 1.01 1.10 0.382 No 130 22.47 1.25 0.42 0.83 0.92 0.389 1.10 0.353 1.01 1.10 0.383 No 131 22.64 1.26 0.43 0.83 0.92 0.390 1.10 0.353 1.01 1.10 0.383 No 132 22.80 1.27 0.43 0.84 0.92 0.390 1.10 0.354 1.01 1.10 0.384 No 133 22.97 1.28 0.44 0.84 0.92 0.391 1.10 0.354 1.02 1.10 0.383 No 134 23.13 1.29 0.44 0.85 0.92 0.391 1.10 0.355 1.02 1.10 0.383 No 135 23.29 1.30 0.45 0.85 0.92 0.392 1.10 0.355 1.02 1.10 0.384 No 136 23.46 1.31 0.45 0.85 0.92 0.392 1.10 0.356 1.01 1.10 0.385 No 137 23.62 1.32 0.46 0.86 0.92 0.393 1.10 0.356 1.01 1.10 0.387 No 138 23.79 1.33 0.46 0.86 0.92 0.393 1.10 0.356 1.01 1.10 0.388 No 139 23.95 1.34 0.47 0.87 0.92 0.393 1.10 0.357 1.01 1.10 0.388 No 140 24.11 1.35 0.47 0.87 0.91 0.394 1.10 0.357 1.01 1.10 0.389 No 141 24.28 1.36 0.48 0.88 0.91 0.394 1.10 0.357 1.01 1.10 0.389 No 142 24.44 1.37 0.48 0.89 0.91 0.394 1.10 0.358 1.01 1.10 0.389 No 143 24.61 1.38 0.49 0.89 0.91 0.395 1.10 0.358 1.01 1.10 0.389 No 144 24.77 1.39 0.49 0.90 0.91 0.395 1.10 0.358 1.01 1.10 0.390 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 17 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
145 24.93 1.40 0.50 0.90 0.91 0.395 1.10 0.358 1.01 1.10 0.390 No 146 25.10 1.41 0.50 0.90 0.91 0.396 1.10 0.359 1.01 1.10 0.390 No 147 25.26 1.42 0.51 0.91 0.91 0.396 1.10 0.359 1.01 1.10 0.391 No 148 25.43 1.43 0.51 0.91 0.91 0.396 1.10 0.359 1.01 1.10 0.391 No 149 25.59 1.44 0.52 0.92 0.91 0.397 1.10 0.360 1.01 1.10 0.392 No 150 25.75 1.45 0.52 0.92 0.91 0.397 1.10 0.360 1.01 1.10 0.392 No 151 25.92 1.46 0.53 0.93 0.91 0.397 1.10 0.360 1.01 1.10 0.393 No 152 26.08 1.47 0.53 0.93 0.91 0.398 1.10 0.361 1.01 1.10 0.394 No 153 26.25 1.48 0.54 0.94 0.90 0.398 1.10 0.361 1.01 1.10 0.394 No 154 26.41 1.49 0.54 0.94 0.90 0.398 1.10 0.361 1.01 1.10 0.394 No 155 26.57 1.50 0.55 0.95 0.90 0.398 1.10 0.361 1.01 1.10 0.395 No 156 26.74 1.51 0.55 0.95 0.90 0.399 1.10 0.361 1.01 1.10 0.395 No 157 26.90 1.52 0.56 0.96 0.90 0.399 1.10 0.362 1.01 1.10 0.396 No 158 27.07 1.53 0.56 0.96 0.90 0.399 1.10 0.362 1.00 1.10 0.396 No 159 27.23 1.54 0.57 0.97 0.90 0.399 1.10 0.362 1.00 1.10 0.397 No 160 27.39 1.55 0.57 0.97 0.90 0.400 1.10 0.362 1.00 1.10 0.397 No 161 27.56 1.55 0.58 0.98 0.90 0.400 1.10 0.363 1.00 1.10 0.397 No 162 27.72 1.56 0.58 0.98 0.90 0.400 1.10 0.363 1.00 1.10 0.398 No 163 27.89 1.57 0.59 0.98 0.90 0.401 1.10 0.363 1.00 1.10 0.398 No 164 28.05 1.58 0.59 0.99 0.90 0.401 1.10 0.364 1.00 1.10 0.398 No 165 28.21 1.59 0.60 0.99 0.89 0.401 1.10 0.364 1.00 1.10 0.398 No 166 28.38 1.60 0.60 1.00 0.89 0.402 1.10 0.364 1.00 1.10 0.399 No 167 28.54 1.61 0.61 1.00 0.89 0.402 1.10 0.364 1.00 1.10 0.399 No 168 28.71 1.62 0.61 1.00 0.89 0.402 1.10 0.365 1.00 1.10 0.400 No 169 28.87 1.63 0.62 1.01 0.89 0.402 1.10 0.365 1.00 1.10 0.400 No 170 29.04 1.64 0.63 1.01 0.89 0.403 1.10 0.365 1.00 1.10 0.401 No 171 29.20 1.65 0.63 1.02 0.89 0.403 1.10 0.365 1.00 1.10 0.401 No 172 29.36 1.66 0.64 1.02 0.89 0.403 1.10 0.365 1.00 1.10 0.401 No 173 29.53 1.67 0.64 1.03 0.89 0.403 1.10 0.365 1.00 1.10 0.401 No 174 29.69 1.68 0.65 1.03 0.89 0.403 1.10 0.365 1.00 1.10 0.401 No 175 29.86 1.69 0.65 1.04 0.89 0.403 1.10 0.365 1.00 1.10 0.402 No 176 30.02 1.70 0.66 1.04 0.89 0.403 1.10 0.366 1.00 1.10 0.402 No 177 30.18 1.71 0.66 1.05 0.88 0.403 1.10 0.366 1.00 1.10 0.402 No 178 30.35 1.72 0.67 1.05 0.88 0.403 1.10 0.366 1.00 1.10 0.402 No 179 30.51 1.73 0.67 1.06 0.88 0.403 1.10 0.366 1.00 1.10 0.402 No 180 30.68 1.74 0.68 1.06 0.88 0.403 1.10 0.366 1.00 1.10 0.403 No 181 30.84 1.75 0.68 1.07 0.88 0.404 1.10 0.366 1.00 1.10 0.403 No 182 31.00 1.76 0.69 1.07 0.88 0.404 1.10 0.366 1.00 1.10 0.403 No 183 31.17 1.77 0.69 1.08 0.88 0.404 1.10 0.366 1.00 1.10 0.403 No 184 31.33 1.78 0.70 1.08 0.88 0.404 1.10 0.366 1.00 1.10 0.403 No 185 31.50 1.79 0.70 1.09 0.88 0.404 1.10 0.366 1.00 1.10 0.404 No 186 31.66 1.80 0.71 1.09 0.88 0.404 1.10 0.366 1.00 1.10 0.404 No 187 31.82 1.81 0.71 1.10 0.88 0.404 1.10 0.366 1.00 1.10 0.404 No 188 31.99 1.82 0.72 1.10 0.88 0.404 1.10 0.366 1.00 1.10 0.404 No 189 32.15 1.83 0.72 1.11 0.87 0.404 1.10 0.366 0.99 1.10 0.406 No 190 32.32 1.84 0.73 1.11 0.87 0.404 1.10 0.366 0.99 1.10 0.407 No 191 32.48 1.85 0.73 1.12 0.87 0.404 1.10 0.366 0.99 1.10 0.409 No 192 32.64 1.86 0.74 1.12 0.87 0.404 1.10 0.366 0.98 1.10 0.409 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 18 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
193 32.81 1.87 0.74 1.13 0.87 0.404 1.10 0.366 0.98 1.10 0.409 No 194 32.97 1.88 0.75 1.14 0.87 0.403 1.10 0.366 0.98 1.10 0.409 No 195 33.14 1.89 0.75 1.14 0.87 0.403 1.10 0.366 0.99 1.10 0.408 No 196 33.30 1.91 0.76 1.15 0.87 0.403 1.10 0.366 0.99 1.10 0.408 No 197 33.47 1.92 0.76 1.15 0.87 0.403 1.10 0.366 0.98 1.10 0.409 No 198 33.63 1.93 0.77 1.16 0.87 0.403 1.10 0.366 0.98 1.10 0.409 No 199 33.79 1.94 0.77 1.16 0.87 0.403 1.10 0.366 0.98 1.10 0.409 No 200 33.96 1.95 0.78 1.17 0.87 0.403 1.10 0.365 0.98 1.10 0.409 No 201 34.12 1.96 0.78 1.17 0.86 0.403 1.10 0.365 0.98 1.10 0.409 No 202 34.28 1.97 0.79 1.18 0.86 0.403 1.10 0.365 0.98 1.10 0.409 No 203 34.45 1.98 0.79 1.18 0.86 0.403 1.10 0.365 0.98 1.10 0.408 No 204 34.61 1.99 0.80 1.19 0.86 0.403 1.10 0.365 0.98 1.10 0.408 No 205 34.78 2.00 0.80 1.19 0.86 0.403 1.10 0.365 0.98 1.10 0.409 No 206 34.94 2.01 0.81 1.20 0.86 0.403 1.10 0.365 0.98 1.10 0.409 No 207 35.10 2.02 0.81 1.20 0.86 0.403 1.10 0.365 0.98 1.10 0.410 No 208 35.27 2.03 0.82 1.21 0.86 0.402 1.10 0.365 0.98 1.10 0.411 No 209 35.43 2.04 0.82 1.21 0.86 0.402 1.10 0.365 0.98 1.10 0.410 No 210 35.60 2.05 0.83 1.22 0.86 0.402 1.10 0.365 0.98 1.10 0.409 No 211 35.76 2.06 0.83 1.22 0.86 0.402 1.10 0.365 0.98 1.10 0.411 No 212 35.92 2.07 0.84 1.23 0.85 0.402 1.10 0.365 0.96 1.10 0.420 No 213 36.09 2.08 0.85 1.24 0.85 0.402 1.10 0.365 0.95 1.10 0.421 No 214 36.25 2.09 0.85 1.24 0.85 0.402 1.10 0.364 0.95 1.10 0.421 No 215 36.42 2.10 0.86 1.25 0.85 0.402 1.10 0.364 0.95 1.10 0.421 No 216 36.58 2.11 0.86 1.25 0.85 0.401 1.10 0.364 0.95 1.10 0.422 No 217 36.74 2.12 0.87 1.26 0.85 0.401 1.10 0.364 0.95 1.10 0.422 No 218 36.91 2.13 0.87 1.26 0.85 0.401 1.10 0.364 0.95 1.10 0.423 No 219 37.07 2.14 0.88 1.27 0.85 0.401 1.10 0.364 0.95 1.10 0.423 No 220 37.24 2.16 0.88 1.27 0.85 0.401 1.10 0.363 0.94 1.10 0.423 No 221 37.40 2.17 0.89 1.28 0.85 0.401 1.10 0.363 0.94 1.10 0.424 No 222 37.57 2.18 0.89 1.29 0.85 0.400 1.10 0.363 0.94 1.10 0.424 No 223 37.73 2.19 0.90 1.29 0.85 0.400 1.10 0.363 0.94 1.10 0.425 No 224 37.89 2.20 0.90 1.30 0.84 0.400 1.10 0.363 0.94 1.10 0.425 No 225 38.06 2.21 0.91 1.30 0.84 0.400 1.10 0.363 0.94 1.10 0.425 No 226 38.22 2.22 0.91 1.31 0.84 0.400 1.10 0.362 0.94 1.10 0.426 No 227 38.39 2.23 0.92 1.31 0.84 0.400 1.10 0.362 0.94 1.10 0.426 No 228 38.55 2.24 0.92 1.32 0.84 0.399 1.10 0.362 0.93 1.10 0.427 No 229 38.71 2.25 0.93 1.32 0.84 0.399 1.10 0.362 0.93 1.10 0.427 No 230 38.88 2.26 0.93 1.33 0.84 0.399 1.10 0.362 0.93 1.10 0.427 No 231 39.04 2.27 0.94 1.33 0.84 0.399 1.10 0.362 0.93 1.10 0.428 No 232 39.21 2.28 0.94 1.34 0.84 0.399 1.10 0.362 0.93 1.10 0.428 No 233 39.37 2.29 0.95 1.35 0.84 0.398 1.10 0.361 0.93 1.10 0.428 No 234 39.53 2.30 0.95 1.35 0.84 0.398 1.10 0.361 0.93 1.10 0.429 No 235 39.70 2.31 0.96 1.36 0.83 0.398 1.10 0.361 0.93 1.10 0.429 No 236 39.86 2.32 0.96 1.36 0.83 0.398 1.10 0.361 0.92 1.10 0.429 No 237 40.03 2.34 0.97 1.37 0.83 0.398 1.10 0.361 0.92 1.10 0.430 No 238 40.19 2.35 0.97 1.37 0.83 0.398 1.10 0.360 0.92 1.10 0.430 No 239 40.35 2.36 0.98 1.38 0.83 0.397 1.10 0.360 0.93 1.10 0.425 No 240 40.52 2.37 0.98 1.38 0.83 0.397 1.10 0.360 0.97 1.10 0.407 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 19 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
241 40.68 2.38 0.99 1.39 0.83 0.397 1.10 0.360 0.98 1.10 0.405 No 242 40.85 2.39 0.99 1.39 0.83 0.397 1.10 0.360 0.98 1.10 0.403 No 243 41.01 2.40 1.00 1.40 0.83 0.397 1.10 0.360 0.98 1.10 0.402 No 244 41.17 2.41 1.00 1.40 0.83 0.397 1.10 0.360 0.98 1.10 0.402 No 245 41.34 2.42 1.01 1.41 0.83 0.397 1.10 0.360 0.98 1.10 0.402 No 246 41.50 2.43 1.01 1.41 0.83 0.396 1.10 0.359 0.98 1.10 0.402 No 247 41.67 2.44 1.02 1.42 0.82 0.396 1.10 0.359 0.98 1.10 0.402 No 248 41.83 2.45 1.02 1.42 0.82 0.396 1.10 0.359 0.98 1.10 0.402 No 249 41.99 2.45 1.03 1.43 0.82 0.396 1.10 0.359 0.98 1.10 0.401 No 250 42.16 2.46 1.03 1.43 0.82 0.396 1.10 0.359 0.98 1.10 0.401 No 251 42.32 2.47 1.04 1.43 0.82 0.396 1.10 0.359 0.98 1.10 0.401 No 252 42.49 2.48 1.04 1.44 0.82 0.396 1.10 0.359 0.98 1.10 0.401 No 253 42.65 2.49 1.05 1.44 0.82 0.396 1.10 0.359 0.98 1.10 0.401 No 254 42.81 2.50 1.06 1.45 0.82 0.395 1.10 0.359 0.99 1.10 0.400 No 255 42.98 2.51 1.06 1.45 0.82 0.395 1.10 0.358 0.99 1.10 0.400 No 256 43.14 2.52 1.07 1.46 0.82 0.395 1.10 0.358 0.98 1.10 0.400 No 257 43.31 2.53 1.07 1.46 0.82 0.395 1.10 0.358 0.98 1.10 0.400 No 258 43.47 2.54 1.08 1.47 0.81 0.395 1.10 0.358 0.98 1.10 0.400 No 259 43.63 2.55 1.08 1.47 0.81 0.395 1.10 0.358 0.98 1.10 0.400 No 260 43.80 2.56 1.09 1.47 0.81 0.395 1.10 0.358 0.98 1.10 0.400 No 261 43.96 2.57 1.09 1.48 0.81 0.395 1.10 0.358 0.98 1.10 0.400 No 262 44.13 2.58 1.10 1.48 0.81 0.394 1.10 0.358 0.98 1.10 0.400 No 263 44.29 2.59 1.10 1.49 0.81 0.394 1.10 0.358 0.98 1.10 0.400 No 264 44.45 2.60 1.11 1.49 0.81 0.394 1.10 0.357 0.98 1.10 0.400 No 265 44.62 2.61 1.11 1.49 0.81 0.394 1.10 0.357 0.98 1.10 0.400 No 266 44.78 2.62 1.12 1.50 0.81 0.394 1.10 0.357 0.98 1.10 0.400 No 267 44.95 2.62 1.12 1.50 0.81 0.394 1.10 0.357 0.98 1.10 0.399 No 268 45.11 2.63 1.13 1.51 0.81 0.394 1.10 0.357 0.98 1.10 0.400 No 269 45.28 2.64 1.13 1.51 0.81 0.394 1.10 0.357 0.98 1.10 0.400 No 270 45.44 2.65 1.14 1.51 0.80 0.394 1.10 0.357 0.98 1.10 0.399 No 271 45.60 2.66 1.14 1.52 0.80 0.393 1.10 0.357 0.98 1.10 0.399 No 272 45.77 2.67 1.15 1.52 0.80 0.393 1.10 0.357 0.98 1.10 0.399 No 273 45.93 2.68 1.15 1.53 0.80 0.393 1.10 0.356 0.98 1.10 0.399 No 274 46.10 2.69 1.16 1.53 0.80 0.393 1.10 0.356 0.98 1.10 0.399 No 275 46.26 2.70 1.16 1.54 0.80 0.393 1.10 0.356 0.98 1.10 0.398 No 276 46.42 2.71 1.17 1.54 0.80 0.393 1.10 0.356 0.98 1.10 0.398 No 277 46.59 2.72 1.17 1.55 0.80 0.392 1.10 0.356 0.98 1.10 0.398 No 278 46.75 2.73 1.18 1.55 0.80 0.392 1.10 0.356 0.98 1.10 0.398 No 279 46.92 2.74 1.18 1.55 0.80 0.392 1.10 0.356 0.98 1.10 0.399 No 280 47.08 2.75 1.19 1.56 0.80 0.392 1.10 0.355 0.98 1.10 0.399 No 281 47.24 2.76 1.19 1.56 0.79 0.392 1.10 0.355 0.98 1.10 0.399 No 282 47.41 2.76 1.20 1.57 0.79 0.392 1.10 0.355 0.98 1.10 0.399 No 283 47.57 2.77 1.20 1.57 0.79 0.391 1.10 0.355 0.98 1.10 0.399 No 284 47.74 2.78 1.21 1.57 0.79 0.391 1.10 0.355 0.98 1.10 0.399 No 285 47.90 2.79 1.21 1.58 0.79 0.391 1.10 0.355 0.98 1.10 0.399 No 286 48.06 2.80 1.22 1.58 0.79 0.391 1.10 0.355 0.98 1.10 0.399 No 287 48.23 2.81 1.22 1.59 0.79 0.391 1.10 0.354 0.98 1.10 0.399 No 288 48.39 2.82 1.23 1.59 0.79 0.391 1.10 0.354 0.98 1.10 0.398 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 20 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
289 48.56 2.83 1.23 1.60 0.79 0.390 1.10 0.354 0.98 1.10 0.398 No 290 48.72 2.84 1.24 1.60 0.79 0.390 1.10 0.354 0.98 1.10 0.398 No 291 48.88 2.85 1.24 1.61 0.79 0.390 1.10 0.354 0.98 1.10 0.398 No 292 49.05 2.86 1.25 1.61 0.79 0.390 1.10 0.353 0.98 1.10 0.398 No 293 49.21 2.87 1.25 1.62 0.78 0.389 1.10 0.353 0.97 1.10 0.399 No 294 49.38 2.88 1.26 1.62 0.78 0.389 1.10 0.353 0.97 1.10 0.399 No 295 49.54 2.89 1.26 1.63 0.78 0.389 1.10 0.353 0.97 1.10 0.399 No 296 49.70 2.90 1.27 1.63 0.78 0.389 1.10 0.353 0.97 1.10 0.400 No 297 49.87 2.91 1.28 1.64 0.78 0.388 1.10 0.352 0.96 1.10 0.402 No 298 50.03 2.92 1.28 1.64 0.78 0.388 1.10 0.352 0.97 1.10 0.400 No 299 50.20 2.93 1.29 1.64 0.78 0.388 1.10 0.352 0.97 1.10 0.398 No Depth:
σv:
u0:
σv':
rd:
CSR:
MSF:
CSReq:
Kσ:
CSR*:
Depth from free surface, at which CPT was performed (ft) Total overburden pressure at test point (tsf)
Water pressure at test point (tsf)
Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor
Cyclic Stress Ratio
Magnitude Scaling Factor
CSR adjusted for M=7.5
Effective overburden stress factor
CSR fully adjusted
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 21 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data ::
Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
1 1.31 18.47 25.89 2.39 0.58 1.70 31.59 37.90 69.49 4.000 No No 2.00 2 1.48 16.96 29.25 2.47 0.59 1.70 25.77 37.38 63.15 4.000 No No 2.00 3 1.64 14.72 36.05 2.61 0.60 1.70 24.32 0.00 24.32 4.000 No Yes 2.00 4 1.80 13.33 40.18 2.69 0.61 1.70 20.81 0.00 20.81 4.000 No Yes 2.00 5 1.97 12.18 42.19 2.73 0.62 1.70 19.10 0.00 19.10 4.000 No Yes 2.00 6 2.13 11.49 39.89 2.69 0.62 1.70 18.78 0.00 18.78 4.000 No Yes 2.00 7 2.30 11.18 37.49 2.64 0.63 1.70 17.46 0.00 17.46 4.000 No Yes 2.00 8 2.46 11.05 35.03 2.59 0.63 1.70 17.59 35.79 53.39 4.000 No No 2.00 9 2.63 11.41 32.41 2.54 0.63 1.70 18.16 35.58 53.74 4.000 No No 2.00 10 2.79 11.90 29.67 2.48 0.62 1.70 19.20 35.31 54.51 4.000 No No 2.00 11 2.95 12.79 27.17 2.42 0.62 1.70 20.00 34.74 54.74 4.000 No No 2.00 12 3.12 14.05 24.36 2.35 0.62 1.70 22.43 34.13 56.56 4.000 No No 2.00 13 3.28 15.73 21.66 2.28 0.61 1.70 25.29 32.98 58.27 4.000 No No 2.00 14 3.44 17.43 5.00 2.21 0.74 1.70 28.08 0.01 28.10 4.000 No No 2.00 15 3.61 18.63 5.00 2.18 0.72 1.70 30.61 0.01 30.62 4.000 No No 2.00 16 3.77 19.69 5.00 2.17 0.72 1.70 31.06 0.01 31.07 4.000 No No 2.00 17 3.94 19.98 18.55 2.19 0.59 1.70 33.23 31.46 64.69 4.000 No No 2.00 18 4.10 20.31 18.96 2.20 0.59 1.70 32.00 31.75 63.76 4.000 No No 2.00 19 4.26 19.91 19.94 2.23 0.59 1.70 32.65 33.24 65.89 4.000 No No 2.00 20 4.43 19.84 20.51 2.24 0.59 1.70 31.28 33.54 64.82 4.000 No No 2.00 21 4.59 19.56 21.05 2.26 0.59 1.70 31.67 34.24 65.91 4.000 No No 2.00 22 4.76 19.72 20.79 2.25 0.59 1.70 31.30 33.86 65.16 4.000 No No 2.00 23 4.92 20.35 20.09 2.23 0.59 1.70 32.08 33.27 65.35 4.000 No No 2.00 24 5.08 21.69 18.77 2.19 0.58 1.70 34.69 32.19 66.88 4.000 No No 2.00 25 5.25 23.37 17.48 2.15 0.58 1.70 37.74 30.81 68.55 4.000 No No 2.00 26 5.41 24.88 16.33 2.12 0.58 1.70 40.20 29.05 69.25 4.000 No No 2.00 27 5.58 26.37 15.29 2.08 0.58 1.70 41.98 26.93 68.91 4.000 No No 2.00 28 5.74 28.42 14.05 2.04 0.58 1.70 44.89 23.99 68.88 4.000 No No 2.00 29 5.91 31.51 5.00 1.98 0.64 1.70 50.11 0.02 50.13 4.000 No No 2.00 30 6.07 35.15 5.00 1.91 0.61 1.70 56.88 0.02 56.89 4.000 No No 2.00 31 6.23 38.56 5.00 1.86 0.60 1.70 62.42 0.02 62.44 4.000 No No 2.00 32 6.40 41.16 5.00 1.82 0.58 1.70 66.55 0.02 66.57 4.000 No No 2.00 33 6.56 42.78 5.00 1.81 0.58 1.70 69.42 0.02 69.44 4.000 No No 2.00 34 6.73 43.16 5.00 1.83 0.57 1.70 70.21 0.02 70.23 4.000 No No 2.00 35 6.89 41.96 5.00 1.87 0.58 1.70 68.36 0.02 68.38 4.000 No No 2.00 36 7.05 39.31 11.18 1.93 0.55 1.70 63.69 15.89 79.58 4.000 No No 2.00 37 7.22 36.04 13.27 2.01 0.54 1.70 57.41 23.52 80.93 4.000 No No 2.00 38 7.38 33.75 15.15 2.08 0.54 1.70 52.62 28.76 81.38 4.000 No No 2.00 39 7.55 33.49 15.83 2.10 0.54 1.70 52.65 30.64 83.29 4.000 No No 2.00 40 7.71 34.75 15.40 2.09 0.53 1.67 55.21 30.01 85.22 4.000 No No 2.00 41 7.87 36.40 14.46 2.05 0.53 1.65 57.09 27.59 84.67 4.000 No No 2.00 42 8.04 38.58 13.10 2.01 0.54 1.65 58.64 23.11 81.75 4.000 No No 2.00 43 8.20 41.46 11.47 1.94 0.54 1.63 63.92 17.20 81.12 4.000 No No 2.00 44 8.37 43.50 10.43 1.90 0.54 1.61 68.65 13.04 81.69 4.000 No No 2.00 45 8.53 43.39 10.38 1.90 0.55 1.60 66.36 12.64 79.00 4.000 No No 2.00 46 8.69 41.04 10.99 1.92 0.55 1.59 61.96 14.90 76.86 4.000 No No 2.00 47 8.86 38.24 11.99 1.96 0.56 1.58 56.91 18.51 75.42 4.000 No No 2.00 48 9.02 35.58 13.09 2.01 0.56 1.57 52.49 22.09 74.58 0.105 No No 0.41 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 22 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
49 9.19 33.57 14.27 2.05 0.56 1.55 48.68 25.37 74.06 0.105 No No 0.40 50 9.35 32.63 14.59 2.06 0.56 1.54 46.73 25.96 72.69 0.103 No No 0.39 51 9.51 32.89 14.44 2.05 0.57 1.53 47.06 25.60 72.66 0.103 No No 0.39 52 9.68 34.32 13.77 2.03 0.57 1.51 48.54 23.76 72.29 0.102 No No 0.38 53 9.84 36.11 13.29 2.01 0.56 1.49 51.32 22.63 73.95 0.105 No No 0.38 54 10.01 37.22 13.01 2.00 0.56 1.48 52.99 21.87 74.86 0.106 No No 0.39 55 10.17 37.38 13.02 2.00 0.56 1.47 51.69 21.73 73.42 0.104 No No 0.38 56 10.34 36.69 13.33 2.01 0.56 1.45 50.62 22.62 73.24 0.104 No No 0.37 57 10.50 33.96 14.42 2.05 0.56 1.44 48.80 25.85 74.66 0.106 No No 0.37 58 10.66 33.90 14.40 2.05 0.59 1.45 39.93 24.11 64.04 0.092 No No 0.32 59 10.83 34.12 14.37 2.05 0.56 1.41 48.90 25.72 74.62 0.105 No No 0.37 60 10.99 37.18 13.30 2.01 0.57 1.41 48.72 22.23 70.96 0.101 No No 0.35 61 11.15 39.11 12.66 1.99 0.57 1.40 50.76 20.26 71.01 0.101 No No 0.35 62 11.32 43.22 5.00 1.94 0.61 1.43 57.51 0.02 57.52 0.085 No No 0.29 63 11.48 47.91 5.00 1.89 0.59 1.41 65.14 0.02 65.15 0.094 No No 0.32 64 11.65 51.77 5.00 1.86 0.58 1.39 68.89 0.02 68.90 0.098 No No 0.33 65 11.81 53.18 10.01 1.88 0.54 1.36 69.52 11.22 80.75 0.114 No No 0.38 66 11.97 52.99 10.43 1.90 0.54 1.36 68.11 13.02 81.13 0.114 No No 0.38 67 12.14 52.11 10.37 1.90 0.55 1.36 66.31 12.58 78.88 0.111 No No 0.37 68 12.30 52.01 5.00 1.87 0.58 1.38 66.79 0.02 66.81 0.096 No No 0.31 69 12.47 51.56 5.00 1.87 0.58 1.37 68.31 0.02 68.33 0.098 No No 0.32 70 12.63 50.45 5.00 1.89 0.59 1.37 65.24 0.02 65.26 0.094 No No 0.30 71 12.79 49.06 5.00 1.91 0.60 1.37 62.28 0.02 62.29 0.090 No No 0.29 72 12.96 49.09 5.00 1.91 0.60 1.37 62.83 0.02 62.85 0.091 No No 0.29 73 13.12 50.56 10.43 1.90 0.56 1.33 63.59 12.63 76.22 0.108 No No 0.34 74 13.29 51.89 10.20 1.89 0.55 1.33 65.74 11.81 77.55 0.109 No No 0.35 75 13.45 52.88 5.00 1.88 0.58 1.34 66.79 0.02 66.81 0.096 No No 0.30 76 13.62 54.37 5.00 1.85 0.58 1.34 67.46 0.02 67.47 0.097 No No 0.30 77 13.78 56.49 5.00 1.82 0.57 1.32 71.24 0.02 71.26 0.101 No No 0.32 78 13.94 58.54 5.00 1.79 0.56 1.32 73.39 0.02 73.41 0.104 No No 0.32 79 14.11 57.93 5.00 1.79 0.56 1.31 73.81 0.02 73.83 0.104 No No 0.32 80 14.27 57.50 5.00 1.79 0.58 1.32 68.51 0.02 68.53 0.098 No No 0.30 81 14.44 57.53 5.00 1.81 0.57 1.31 71.28 0.02 71.30 0.101 No No 0.31 82 14.60 58.65 5.00 1.81 0.56 1.30 73.25 0.02 73.27 0.104 No No 0.32 83 14.76 52.39 5.00 1.86 0.57 1.30 71.68 0.02 71.70 0.102 No No 0.31 84 14.93 39.14 13.35 2.01 0.57 1.30 47.70 22.23 69.93 0.100 No No 0.30 85 15.09 24.64 21.32 2.27 0.61 1.32 24.77 32.50 57.27 0.085 No No 0.25 86 15.26 15.44 33.14 2.55 0.62 1.32 18.60 35.86 54.45 0.082 No No 0.24 87 15.42 13.10 38.43 2.66 0.64 1.32 14.13 0.00 14.13 4.000 No Yes 2.00 88 15.58 15.15 34.41 2.58 0.63 1.32 15.89 35.13 51.02 0.078 No No 0.23 89 15.75 19.03 28.04 2.44 0.60 1.29 25.62 36.91 62.53 0.091 No No 0.26 90 15.91 22.17 25.47 2.38 0.59 1.28 27.55 36.39 63.94 0.092 No No 0.27 91 16.08 22.50 26.64 2.41 0.59 1.28 26.53 36.64 63.16 0.091 No No 0.26 92 16.24 21.86 29.61 2.48 0.59 1.28 26.18 37.62 63.80 0.092 No No 0.26 93 16.40 21.42 31.99 2.53 0.60 1.27 24.91 37.79 62.70 0.091 No No 0.26 94 16.57 21.79 34.07 2.57 0.59 1.27 24.86 38.16 63.02 0.091 No No 0.26 95 16.73 25.03 33.17 2.55 0.58 1.26 27.29 38.83 66.12 0.095 No No 0.27 96 16.90 30.12 30.69 2.50 0.55 1.24 35.55 41.08 76.63 0.108 No No 0.31 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 23 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
97 17.06 36.90 27.42 2.42 0.54 1.23 41.35 41.82 83.17 0.117 No No 0.33 98 17.22 55.27 19.39 2.21 0.53 1.22 48.97 36.98 85.95 0.121 No No 0.34 99 17.39 83.19 12.55 1.99 0.46 1.18 94.44 26.17 120.61 0.181 No No 0.52 100 17.55 109.57 8.91 1.84 0.42 1.16 131.85 9.33 141.18 0.236 No No 0.68 101 17.72 114.88 8.61 1.82 0.42 1.16 134.46 7.85 142.31 0.240 No No 0.69 102 17.88 100.73 11.05 1.93 0.43 1.16 112.00 20.29 132.29 0.209 No No 0.59 103 18.05 79.96 16.79 2.13 0.45 1.16 85.43 40.76 126.19 0.194 No No 0.54 104 18.21 72.59 21.29 2.27 0.47 1.17 66.95 44.80 111.75 0.163 No No 0.45 105 18.37 84.33 21.04 2.26 0.43 1.15 86.60 50.16 136.76 0.222 No No 0.62 106 18.54 113.88 16.39 2.12 0.38 1.13 120.22 47.61 167.83 0.387 No No 1.09 107 18.70 129.48 14.76 2.06 0.32 1.11 155.85 48.16 204.01 1.380 No No 2.00 108 18.86 114.36 16.78 2.13 0.35 1.11 133.09 52.03 185.12 0.631 No No 1.78 109 19.03 76.52 24.68 2.36 0.45 1.14 72.94 50.25 123.19 0.187 No No 0.51 110 19.19 42.83 40.62 2.70 0.54 1.17 39.34 0.00 39.34 4.000 No Yes 2.00 111 19.36 29.03 54.42 2.94 0.58 1.18 28.46 0.00 28.46 4.000 No Yes 2.00 112 19.52 27.23 57.94 2.99 0.58 1.17 28.89 0.00 28.89 4.000 No Yes 2.00 113 19.68 28.50 56.03 2.96 0.56 1.16 33.20 0.00 33.20 4.000 No Yes 2.00 114 19.85 29.18 54.20 2.93 0.56 1.16 32.12 0.00 32.12 4.000 No Yes 2.00 115 20.01 27.48 53.34 2.92 0.57 1.16 30.67 0.00 30.67 4.000 No Yes 2.00 116 20.18 27.39 48.49 2.84 0.58 1.16 27.39 0.00 27.39 4.000 No Yes 2.00 117 20.34 28.39 42.76 2.74 0.57 1.15 31.24 0.00 31.24 4.000 No Yes 2.00 118 20.50 30.88 37.78 2.65 0.56 1.14 33.28 0.00 33.28 4.000 No Yes 2.00 119 20.67 34.18 34.20 2.58 0.56 1.14 34.67 41.54 76.21 0.108 No No 0.29 120 20.83 38.12 31.03 2.51 0.54 1.13 41.06 43.03 84.10 0.118 No No 0.32 121 21.00 38.83 30.78 2.50 0.52 1.12 44.84 44.23 89.07 0.126 No No 0.33 122 21.16 34.22 35.37 2.60 0.55 1.13 36.47 0.00 36.47 4.000 No Yes 2.00 123 21.32 25.97 45.74 2.80 0.58 1.13 26.72 0.00 26.72 4.000 No Yes 2.00 124 21.49 19.86 57.79 2.99 0.62 1.14 19.38 0.00 19.38 4.000 No Yes 2.00 125 21.65 21.21 55.13 2.95 0.63 1.13 17.36 0.00 17.36 4.000 No Yes 2.00 126 21.82 30.69 42.20 2.73 0.57 1.12 30.62 0.00 30.62 4.000 No Yes 2.00 127 21.98 36.29 38.97 2.67 0.51 1.10 48.52 0.00 48.52 4.000 No Yes 2.00 128 22.15 33.86 42.40 2.74 0.55 1.11 34.74 0.00 34.74 4.000 No Yes 2.00 129 22.31 25.23 52.18 2.90 0.60 1.11 23.03 0.00 23.03 4.000 No Yes 2.00 130 22.47 23.15 50.81 2.88 0.60 1.11 21.76 0.00 21.76 4.000 No Yes 2.00 131 22.64 25.01 45.13 2.78 0.58 1.10 27.93 0.00 27.93 4.000 No Yes 2.00 132 22.80 35.49 33.17 2.55 0.58 1.10 28.40 39.22 67.62 0.097 No No 0.25 133 22.97 51.25 23.58 2.33 0.51 1.08 53.22 43.15 96.37 0.137 No No 0.36 134 23.13 65.18 17.66 2.16 0.47 1.07 75.16 40.53 115.68 0.171 No No 0.45 135 23.29 63.11 17.63 2.16 0.48 1.07 70.18 39.20 109.38 0.159 No No 0.41 136 23.46 48.03 24.32 2.35 0.52 1.08 46.81 41.75 88.55 0.125 No No 0.32 137 23.62 31.40 40.33 2.70 0.57 1.08 29.65 0.00 29.65 4.000 No Yes 2.00 138 23.79 21.98 61.17 3.04 0.61 1.08 19.85 0.00 19.85 4.000 No Yes 2.00 139 23.95 19.15 76.34 3.24 0.62 1.08 18.07 0.00 18.07 4.000 No Yes 2.00 140 24.11 22.36 74.45 3.22 0.61 1.08 20.83 0.00 20.83 4.000 No Yes 2.00 141 24.28 30.51 62.01 3.05 0.57 1.07 29.26 0.00 29.26 4.000 No Yes 2.00 142 24.44 36.82 50.67 2.88 0.53 1.06 42.16 0.00 42.16 4.000 No Yes 2.00 143 24.61 40.05 40.49 2.70 0.54 1.06 39.40 0.00 39.40 4.000 No Yes 2.00 144 24.77 41.73 30.74 2.50 0.54 1.06 38.58 42.11 80.69 0.114 No No 0.29 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 24 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
145 24.93 46.02 25.53 2.38 0.52 1.05 46.83 42.58 89.41 0.126 No No 0.32 146 25.10 50.57 24.26 2.35 0.51 1.05 51.75 43.25 95.00 0.135 No No 0.34 147 25.26 51.86 25.11 2.37 0.51 1.04 51.65 43.84 95.49 0.135 No No 0.35 148 25.43 50.72 25.91 2.39 0.51 1.04 50.26 43.91 94.17 0.133 No No 0.34 149 25.59 47.63 28.61 2.45 0.52 1.04 48.00 44.54 92.54 0.131 No No 0.33 150 25.75 42.82 30.71 2.50 0.53 1.04 42.29 43.35 85.64 0.121 No No 0.31 151 25.92 38.12 33.85 2.57 0.55 1.04 35.89 41.90 77.79 0.110 No No 0.28 152 26.08 35.62 35.73 2.61 0.56 1.03 34.03 0.00 34.03 4.000 No Yes 2.00 153 26.25 36.45 37.37 2.64 0.55 1.03 34.72 0.00 34.72 4.000 No Yes 2.00 154 26.41 35.40 40.73 2.71 0.54 1.03 37.98 0.00 37.98 4.000 No Yes 2.00 155 26.57 33.16 44.18 2.77 0.57 1.03 30.73 0.00 30.73 4.000 No Yes 2.00 156 26.74 26.72 52.15 2.90 0.58 1.02 27.99 0.00 27.99 4.000 No Yes 2.00 157 26.90 21.75 59.68 3.02 0.62 1.02 19.11 0.00 19.11 4.000 No Yes 2.00 158 27.07 17.49 67.51 3.13 0.63 1.02 16.15 0.00 16.15 4.000 No Yes 2.00 159 27.23 16.89 66.21 3.11 0.63 1.02 15.47 0.00 15.47 4.000 No Yes 2.00 160 27.39 17.74 59.58 3.02 0.63 1.01 17.20 0.00 17.20 4.000 No Yes 2.00 161 27.56 19.19 50.99 2.88 0.62 1.01 18.37 0.00 18.37 4.000 No Yes 2.00 162 27.72 20.57 42.26 2.73 0.62 1.01 19.43 0.00 19.43 4.000 No Yes 2.00 163 27.89 24.83 32.15 2.53 0.61 1.01 20.95 36.48 57.43 0.085 No No 0.21 164 28.05 37.01 20.34 2.24 0.59 1.00 30.30 33.06 63.36 0.092 No No 0.23 165 28.21 52.16 13.90 2.03 0.55 1.00 53.45 25.06 78.51 0.111 No No 0.28 166 28.38 59.71 5.00 1.95 0.59 1.00 63.21 0.02 63.23 0.092 No No 0.23 167 28.54 55.33 13.28 2.01 0.56 1.00 51.09 22.55 73.64 0.104 No No 0.26 168 28.71 44.81 19.43 2.21 0.56 1.00 40.89 34.84 75.72 0.107 No No 0.27 169 28.87 36.89 29.70 2.48 0.56 0.99 33.58 40.12 73.70 0.104 No No 0.26 170 29.04 31.36 43.26 2.75 0.58 0.99 28.73 0.00 28.73 4.000 No Yes 2.00 171 29.20 27.91 55.93 2.96 0.59 0.99 25.17 0.00 25.17 4.000 No Yes 2.00 172 29.36 26.98 63.22 3.07 0.60 0.98 23.65 0.00 23.65 4.000 No Yes 2.00 173 29.53 30.16 60.18 3.02 0.59 0.98 25.85 0.00 25.85 4.000 No Yes 2.00 174 29.69 34.28 53.74 2.93 0.56 0.98 33.78 0.00 33.78 4.000 No Yes 2.00 175 29.86 36.27 48.48 2.84 0.55 0.98 34.89 0.00 34.89 4.000 No Yes 2.00 176 30.02 35.33 46.16 2.80 0.57 0.98 31.10 0.00 31.10 4.000 No Yes 2.00 177 30.18 32.51 46.17 2.80 0.57 0.97 30.85 0.00 30.85 4.000 No Yes 2.00 178 30.35 30.62 46.68 2.81 0.58 0.97 26.72 0.00 26.72 4.000 No Yes 2.00 179 30.51 29.09 48.60 2.84 0.59 0.97 25.59 0.00 25.59 4.000 No Yes 2.00 180 30.68 29.70 48.87 2.85 0.59 0.96 26.31 0.00 26.31 4.000 No Yes 2.00 181 30.84 31.68 47.75 2.83 0.58 0.96 28.10 0.00 28.10 4.000 No Yes 2.00 182 31.00 36.66 42.39 2.74 0.57 0.96 30.60 0.00 30.60 4.000 No Yes 2.00 183 31.17 45.07 34.66 2.59 0.54 0.96 39.57 43.30 82.87 0.117 No No 0.29 184 31.33 49.32 30.13 2.49 0.50 0.96 51.14 46.15 97.29 0.138 No No 0.34 185 31.50 49.61 28.63 2.45 0.53 0.96 42.22 42.63 84.85 0.119 No No 0.30 186 31.66 50.64 27.40 2.42 0.54 0.95 40.09 41.40 81.49 0.115 No No 0.28 187 31.82 66.54 22.01 2.29 0.51 0.95 53.09 41.58 94.67 0.134 No No 0.33 188 31.99 105.26 15.52 2.09 0.45 0.96 84.60 36.65 121.24 0.182 No No 0.45 189 32.15 152.62 11.90 1.96 0.36 0.96 146.67 29.55 176.22 0.480 No No 1.18 190 32.32 193.84 9.29 1.85 0.33 0.97 184.15 14.15 198.30 1.054 No No 2.00 191 32.48 213.18 8.14 1.80 0.32 0.97 199.32 7.34 206.66 1.580 No No 2.00 192 32.64 218.38 7.96 1.79 0.32 0.96 199.76 6.38 206.14 1.538 No No 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 25 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
193 32.81 212.89 9.19 1.85 0.31 0.96 197.90 14.15 212.05 2.133 No No 2.00 194 32.97 201.32 11.01 1.93 0.32 0.96 183.57 27.30 210.87 1.992 No No 2.00 195 33.14 189.26 10.88 1.92 0.34 0.96 166.99 24.65 191.64 0.799 No No 1.96 196 33.30 182.98 9.56 1.86 0.36 0.95 163.24 14.90 178.14 0.507 No No 1.24 197 33.47 184.02 6.64 1.73 0.38 0.95 164.29 1.30 165.60 0.367 No No 0.90 198 33.63 186.81 5.54 1.67 0.37 0.95 168.26 0.15 168.42 0.392 No No 0.96 199 33.79 187.43 5.45 1.66 0.37 0.95 169.68 0.13 169.81 0.406 No No 0.99 200 33.96 183.42 6.53 1.72 0.38 0.94 165.15 1.11 166.26 0.373 No No 0.91 201 34.12 175.90 7.92 1.79 0.38 0.94 156.49 5.21 161.70 0.338 No No 0.83 202 34.28 165.98 8.84 1.83 0.39 0.94 148.32 9.64 157.96 0.313 No No 0.77 203 34.45 158.47 8.77 1.83 0.41 0.94 137.20 8.79 145.99 0.254 No No 0.62 204 34.61 154.51 8.36 1.81 0.42 0.93 134.97 6.68 141.65 0.238 No No 0.58 205 34.78 155.87 7.52 1.77 0.42 0.93 136.38 3.32 139.70 0.231 No No 0.57 206 34.94 159.33 6.78 1.73 0.42 0.93 139.90 1.43 141.33 0.237 No No 0.58 207 35.10 166.53 5.92 1.69 0.41 0.93 143.51 0.34 143.85 0.246 No No 0.60 208 35.27 167.54 6.15 1.70 0.39 0.93 155.29 0.56 155.85 0.301 No No 0.73 209 35.43 159.67 7.73 1.78 0.41 0.93 142.07 4.18 146.25 0.255 No No 0.62 210 35.60 156.70 9.05 1.84 0.44 0.92 121.65 9.60 131.25 0.206 No No 0.50 211 35.76 181.13 7.07 1.75 0.41 0.92 146.45 2.15 148.60 0.265 No No 0.65 212 35.92 234.84 4.01 1.58 0.32 0.94 208.94 0.00 208.94 1.788 No No 2.00 213 36.09 299.91 1.80 1.42 0.26 0.95 269.61 0.00 269.61 4.000 No No 2.00 214 36.25 349.29 1.18 1.37 0.26 0.95 324.71 0.00 324.71 4.000 No No 2.00 215 36.42 370.40 1.31 1.38 0.26 0.95 342.90 0.00 342.90 4.000 No No 2.00 216 36.58 363.58 2.09 1.45 0.26 0.94 325.18 0.00 325.18 4.000 No No 2.00 217 36.74 348.73 2.38 1.47 0.26 0.94 305.36 0.00 305.36 4.000 No No 2.00 218 36.91 339.35 2.03 1.44 0.26 0.94 302.02 0.00 302.02 4.000 No No 2.00 219 37.07 338.65 1.25 1.38 0.26 0.94 299.07 0.00 299.07 4.000 No No 2.00 220 37.24 341.33 1.34 1.38 0.26 0.94 302.50 0.00 302.50 4.000 No No 2.00 221 37.40 348.75 1.71 1.41 0.26 0.94 308.17 0.00 308.17 4.000 No No 2.00 222 37.57 342.84 2.41 1.47 0.26 0.94 317.75 0.00 317.75 4.000 No No 2.00 223 37.73 342.66 2.76 1.49 0.26 0.94 285.66 0.00 285.66 4.000 No No 2.00 224 37.89 341.09 2.82 1.50 0.26 0.94 306.65 0.00 306.65 4.000 No No 2.00 225 38.06 358.39 1.93 1.43 0.26 0.94 312.52 0.00 312.52 4.000 No No 2.00 226 38.22 372.99 0.43 1.30 0.26 0.93 330.58 0.00 330.58 4.000 No No 2.00 227 38.39 391.40 0.00 1.20 0.26 0.93 344.29 0.00 344.29 4.000 No No 2.00 228 38.55 408.33 0.00 1.17 0.26 0.93 360.20 0.00 360.20 4.000 No No 2.00 229 38.71 421.40 0.00 1.21 0.26 0.93 374.28 0.00 374.28 4.000 No No 2.00 230 38.88 427.31 0.00 1.22 0.26 0.93 377.66 0.00 377.66 4.000 No No 2.00 231 39.04 418.90 0.00 1.22 0.26 0.93 374.63 0.00 374.63 4.000 No No 2.00 232 39.21 401.54 0.00 1.26 0.26 0.93 350.93 0.00 350.93 4.000 No No 2.00 233 39.37 389.68 0.27 1.29 0.26 0.93 330.79 0.00 330.79 4.000 No No 2.00 234 39.53 393.48 0.14 1.27 0.26 0.93 342.33 0.00 342.33 4.000 No No 2.00 235 39.70 408.36 0.00 1.25 0.26 0.93 359.78 0.00 359.78 4.000 No No 2.00 236 39.86 418.10 0.00 1.24 0.26 0.92 368.73 0.00 368.73 4.000 No No 2.00 237 40.03 402.57 0.04 1.26 0.26 0.92 366.68 0.00 366.68 4.000 No No 2.00 238 40.19 338.71 1.06 1.36 0.26 0.92 318.05 0.00 318.05 4.000 No No 2.00 239 40.35 235.90 3.81 1.57 0.33 0.90 196.57 0.00 196.57 0.977 No No 2.00 240 40.52 139.85 9.86 1.88 0.49 0.86 90.66 12.00 102.66 0.147 No No 0.36 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 26 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
241 40.68 78.81 19.66 2.22 0.49 0.86 62.15 41.03 103.19 0.148 No No 0.37 242 40.85 53.51 27.78 2.43 0.55 0.84 37.58 40.75 78.33 0.110 No No 0.27 243 41.01 38.50 37.33 2.64 0.58 0.83 27.61 0.00 27.61 4.000 No Yes 2.00 244 41.17 32.89 43.15 2.75 0.59 0.82 24.43 0.00 24.43 4.000 No Yes 2.00 245 41.34 32.73 46.58 2.81 0.60 0.82 23.63 0.00 23.63 4.000 No Yes 2.00 246 41.50 32.94 48.05 2.84 0.58 0.82 27.48 0.00 27.48 4.000 No Yes 2.00 247 41.67 33.03 49.31 2.86 0.59 0.82 24.56 0.00 24.56 4.000 No Yes 2.00 248 41.83 30.19 51.66 2.89 0.60 0.82 23.55 0.00 23.55 4.000 No Yes 2.00 249 41.99 27.66 53.06 2.92 0.61 0.81 20.38 0.00 20.38 4.000 No Yes 2.00 250 42.16 25.19 54.30 2.94 0.62 0.81 18.59 0.00 18.59 4.000 No Yes 2.00 251 42.32 23.43 54.28 2.94 0.62 0.81 17.69 0.00 17.69 4.000 No Yes 2.00 252 42.49 21.95 55.66 2.96 0.63 0.80 16.21 0.00 16.21 4.000 No Yes 2.00 253 42.65 19.74 60.00 3.02 0.64 0.80 15.13 0.00 15.13 4.000 No Yes 2.00 254 42.81 18.07 66.53 3.11 0.65 0.79 12.53 0.00 12.53 4.000 No Yes 2.00 255 42.98 17.26 71.06 3.17 0.65 0.79 12.26 0.00 12.26 4.000 No Yes 2.00 256 43.14 17.90 69.61 3.16 0.65 0.79 13.13 0.00 13.13 4.000 No Yes 2.00 257 43.31 18.53 67.32 3.13 0.64 0.79 13.90 0.00 13.90 4.000 No Yes 2.00 258 43.47 17.92 68.14 3.14 0.64 0.79 13.63 0.00 13.63 4.000 No Yes 2.00 259 43.63 16.35 72.09 3.19 0.65 0.79 11.71 0.00 11.71 4.000 No Yes 2.00 260 43.80 14.65 76.97 3.25 0.66 0.78 10.32 0.00 10.32 4.000 No Yes 2.00 261 43.96 13.79 79.41 3.28 0.67 0.78 9.74 0.00 9.74 4.000 No Yes 2.00 262 44.13 14.30 76.31 3.24 0.67 0.78 9.71 0.00 9.71 4.000 No Yes 2.00 263 44.29 15.62 70.98 3.17 0.66 0.78 11.31 0.00 11.31 4.000 No Yes 2.00 264 44.45 17.01 66.14 3.11 0.65 0.78 12.56 0.00 12.56 4.000 No Yes 2.00 265 44.62 17.46 64.08 3.08 0.65 0.78 12.73 0.00 12.73 4.000 No Yes 2.00 266 44.78 17.37 63.05 3.07 0.65 0.78 12.25 0.00 12.25 4.000 No Yes 2.00 267 44.95 17.72 60.32 3.03 0.65 0.78 12.29 0.00 12.29 4.000 No Yes 2.00 268 45.11 19.60 54.50 2.94 0.64 0.78 13.42 0.00 13.42 4.000 No Yes 2.00 269 45.28 20.08 53.78 2.93 0.63 0.78 16.50 0.00 16.50 4.000 No Yes 2.00 270 45.44 19.26 57.14 2.98 0.64 0.77 13.36 0.00 13.36 4.000 No Yes 2.00 271 45.60 16.65 66.23 3.11 0.65 0.77 11.57 0.00 11.57 4.000 No Yes 2.00 272 45.77 14.60 78.61 3.27 0.66 0.77 10.48 0.00 10.48 4.000 No Yes 2.00 273 45.93 13.54 87.78 3.38 0.67 0.76 8.66 0.00 8.66 4.000 No Yes 2.00 274 46.10 12.55 97.23 3.48 0.67 0.76 9.09 0.00 9.09 4.000 No Yes 2.00 275 46.26 12.25 100.00 3.51 0.68 0.76 8.15 0.00 8.15 4.000 No Yes 2.00 276 46.42 12.16 100.00 3.51 0.68 0.75 7.85 0.00 7.85 4.000 No Yes 2.00 277 46.59 14.36 85.78 3.36 0.67 0.76 8.92 0.00 8.92 4.000 No Yes 2.00 278 46.75 18.41 68.00 3.13 0.65 0.76 12.89 0.00 12.89 4.000 No Yes 2.00 279 46.92 23.48 52.95 2.92 0.63 0.77 16.66 0.00 16.66 4.000 No Yes 2.00 280 47.08 27.23 45.07 2.78 0.61 0.77 19.70 0.00 19.70 4.000 No Yes 2.00 281 47.24 29.00 40.88 2.71 0.61 0.77 20.83 0.00 20.83 4.000 No Yes 2.00 282 47.41 30.22 38.19 2.66 0.61 0.77 20.20 0.00 20.20 4.000 No Yes 2.00 283 47.57 32.02 35.49 2.60 0.60 0.77 22.34 0.00 22.34 4.000 No Yes 2.00 284 47.74 34.99 33.49 2.56 0.60 0.77 24.54 37.95 62.49 0.091 No No 0.23 285 47.90 36.82 33.98 2.57 0.59 0.77 26.35 38.65 65.00 0.094 No No 0.23 286 48.06 37.03 37.44 2.64 0.59 0.77 25.67 0.00 25.67 4.000 No Yes 2.00 287 48.23 35.55 42.49 2.74 0.59 0.77 24.61 0.00 24.61 4.000 No Yes 2.00 288 48.39 33.76 47.25 2.82 0.60 0.76 22.95 0.00 22.95 4.000 No Yes 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 27 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
289 48.56 32.72 48.77 2.85 0.61 0.76 21.70 0.00 21.70 4.000 No Yes 2.00 290 48.72 32.75 48.06 2.84 0.60 0.76 22.18 0.00 22.18 4.000 No Yes 2.00 291 48.88 34.52 45.30 2.79 0.60 0.76 22.87 0.00 22.87 4.000 No Yes 2.00 292 49.05 38.76 41.01 2.71 0.59 0.76 25.41 0.00 25.41 4.000 No Yes 2.00 293 49.21 43.87 36.82 2.63 0.57 0.77 31.49 0.00 31.49 4.000 No Yes 2.00 294 49.38 50.18 32.30 2.54 0.56 0.77 33.97 40.94 74.91 0.106 No No 0.27 295 49.54 57.58 27.78 2.43 0.54 0.78 39.33 41.32 80.65 0.114 No No 0.28 296 49.70 71.83 21.45 2.27 0.53 0.78 47.79 39.39 87.17 0.123 No No 0.31 297 49.87 78.47 18.90 2.20 0.48 0.80 68.72 41.48 110.20 0.160 No No 0.40 298 50.03 74.13 20.06 2.23 0.51 0.79 56.35 40.05 96.40 0.137 No No 0.34 299 50.20 61.76 24.70 2.36 0.55 0.77 39.56 39.73 79.29 0.112 No No 0.28 Abbreviations
Depth:
qt:
FC:
Ic:
m:
CN:
qc1N:
Δqc1N:
qc1N,cs:
CRR7.5:
FS:
Depth from free surface, at which CPT was performed (ft) Total cone resistance
Fines content (%)
Soil behavior type index
Stress exponent
Overburden correction factor
Normalized and adjusted cone resistance
Cone resistance correction factor due to fines
Normalized and adjusted cone resistance
Cyclic resistance ratio for Mw=7.5
Factor of safety against soil liquefaction
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 28 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::
Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH
1.31 2.00 0.00 0.00 0.16 0.00 1.48 2.00 0.00 0.00 0.16 0.00
1.64 2.00 0.00 0.00 0.16 0.00 1.80 2.00 0.00 0.00 0.16 0.00
1.97 2.00 0.00 0.00 0.17 0.00 2.13 2.00 0.00 0.00 0.16 0.00
2.30 2.00 0.00 0.00 0.16 0.00 2.46 2.00 0.00 0.00 0.16 0.00
2.63 2.00 0.00 0.00 0.16 0.00 2.79 2.00 0.00 0.00 0.16 0.00
2.95 2.00 0.00 0.00 0.16 0.00 3.12 2.00 0.00 0.00 0.16 0.00
3.28 2.00 0.00 0.00 0.16 0.00 3.44 2.00 0.00 0.00 0.16 0.00
3.61 2.00 0.00 0.00 0.16 0.00 3.77 2.00 0.00 0.00 0.16 0.00
3.94 2.00 0.00 0.00 0.16 0.00 4.10 2.00 0.00 0.00 0.16 0.00
4.26 2.00 0.00 0.00 0.16 0.00 4.43 2.00 0.00 0.00 0.16 0.00
4.59 2.00 0.00 0.00 0.16 0.00 4.76 2.00 0.00 0.00 0.16 0.00
4.92 2.00 0.00 0.00 0.16 0.00 5.08 2.00 0.00 0.00 0.16 0.00
5.25 2.00 0.00 0.00 0.16 0.00 5.41 2.00 0.00 0.00 0.16 0.00
5.58 2.00 0.00 0.00 0.16 0.00 5.74 2.00 0.00 0.00 0.16 0.00
5.91 2.00 0.00 0.00 0.17 0.00 6.07 2.00 0.00 0.00 0.16 0.00
6.23 2.00 0.00 0.00 0.16 0.00 6.40 2.00 0.00 0.00 0.16 0.00
6.56 2.00 0.00 0.00 0.16 0.00 6.73 2.00 0.00 0.00 0.16 0.00
6.89 2.00 0.00 0.00 0.16 0.00 7.05 2.00 0.00 0.00 0.16 0.00
7.22 2.00 0.00 0.00 0.16 0.00 7.38 2.00 0.00 0.00 0.16 0.00
7.55 2.00 0.00 0.00 0.16 0.00 7.71 2.00 0.00 0.00 0.16 0.00
7.87 2.00 0.00 0.00 0.16 0.00 8.04 2.00 0.00 0.00 0.16 0.00
8.20 2.00 0.00 0.00 0.16 0.00 8.37 2.00 0.00 0.00 0.16 0.00
8.53 2.00 0.00 0.00 0.16 0.00 8.69 2.00 0.00 0.00 0.16 0.00
8.86 2.00 0.00 0.00 0.16 0.00 9.02 0.41 0.59 0.39 0.16 0.26
9.19 0.40 0.60 0.39 0.16 0.26 9.35 0.39 0.61 0.38 0.16 0.26
9.51 0.39 0.61 0.37 0.16 0.26 9.68 0.38 0.62 0.37 0.16 0.26
9.84 0.38 0.62 0.37 0.16 0.26 10.01 0.39 0.61 0.38 0.16 0.26
10.17 0.38 0.62 0.37 0.16 0.26 10.34 0.37 0.63 0.36 0.16 0.26
10.50 0.37 0.63 0.37 0.16 0.26 10.66 0.32 0.68 0.34 0.16 0.28
10.83 0.37 0.63 0.36 0.16 0.26 10.99 0.35 0.65 0.35 0.16 0.27
11.15 0.35 0.65 0.35 0.16 0.27 11.32 0.29 0.71 0.32 0.16 0.29
11.48 0.32 0.68 0.33 0.16 0.28 11.65 0.33 0.67 0.34 0.16 0.27
11.81 0.38 0.62 0.37 0.16 0.25 11.97 0.38 0.62 0.37 0.16 0.25
12.14 0.37 0.63 0.36 0.16 0.26 12.30 0.31 0.69 0.33 0.16 0.28
12.47 0.32 0.68 0.33 0.16 0.28 12.63 0.30 0.70 0.32 0.16 0.28
12.79 0.29 0.71 0.32 0.16 0.29 12.96 0.29 0.71 0.32 0.16 0.28
13.12 0.34 0.66 0.35 0.16 0.26 13.29 0.35 0.65 0.35 0.16 0.26
13.45 0.30 0.70 0.32 0.16 0.28 13.62 0.30 0.70 0.32 0.16 0.28
13.78 0.32 0.68 0.33 0.16 0.27 13.94 0.32 0.68 0.33 0.16 0.27
14.11 0.32 0.68 0.33 0.16 0.27 14.27 0.30 0.70 0.32 0.16 0.27
14.44 0.31 0.69 0.33 0.16 0.27 14.60 0.32 0.68 0.33 0.16 0.27
14.76 0.31 0.69 0.33 0.16 0.27 14.93 0.30 0.70 0.32 0.16 0.27
15.09 0.25 0.75 0.30 0.16 0.29 15.26 0.24 0.76 0.29 0.16 0.29
15.42 2.00 0.00 0.00 0.16 0.00 15.58 0.23 0.77 0.29 0.16 0.29
15.75 0.26 0.74 0.30 0.16 0.28 15.91 0.27 0.73 0.31 0.16 0.28
16.08 0.26 0.74 0.30 0.16 0.28 16.24 0.26 0.74 0.30 0.16 0.28
16.40 0.26 0.74 0.30 0.16 0.28 16.57 0.26 0.74 0.30 0.16 0.28
16.73 0.27 0.73 0.31 0.16 0.27 16.90 0.31 0.69 0.33 0.16 0.26 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 29 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::
Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH
17.06 0.33 0.67 0.34 0.16 0.25 17.22 0.34 0.66 0.35 0.16 0.24
17.39 0.52 0.48 0.50 0.16 0.18 17.55 0.68 0.32 0.85 0.16 0.12
17.72 0.69 0.31 0.89 0.16 0.11 17.88 0.59 0.41 0.62 0.16 0.15
18.05 0.54 0.46 0.54 0.16 0.17 18.21 0.45 0.55 0.43 0.16 0.20
18.37 0.62 0.38 0.67 0.16 0.14 18.54 1.09 0.00 0.00 0.16 0.00
18.70 2.00 0.00 0.00 0.16 0.00 18.86 1.78 0.00 0.00 0.16 0.00
19.03 0.51 0.49 0.50 0.16 0.17 19.19 2.00 0.00 0.00 0.16 0.00
19.36 2.00 0.00 0.00 0.16 0.00 19.52 2.00 0.00 0.00 0.16 0.00
19.68 2.00 0.00 0.00 0.16 0.00 19.85 2.00 0.00 0.00 0.16 0.00
20.01 2.00 0.00 0.00 0.16 0.00 20.18 2.00 0.00 0.00 0.16 0.00
20.34 2.00 0.00 0.00 0.16 0.00 20.50 2.00 0.00 0.00 0.16 0.00
20.67 0.29 0.71 0.32 0.16 0.24 20.83 0.32 0.68 0.33 0.16 0.23
21.00 0.33 0.67 0.34 0.16 0.23 21.16 2.00 0.00 0.00 0.16 0.00
21.32 2.00 0.00 0.00 0.16 0.00 21.49 2.00 0.00 0.00 0.16 0.00
21.65 2.00 0.00 0.00 0.16 0.00 21.82 2.00 0.00 0.00 0.16 0.00
21.98 2.00 0.00 0.00 0.16 0.00 22.15 2.00 0.00 0.00 0.16 0.00
22.31 2.00 0.00 0.00 0.16 0.00 22.47 2.00 0.00 0.00 0.16 0.00
22.64 2.00 0.00 0.00 0.16 0.00 22.80 0.25 0.75 0.30 0.16 0.24
22.97 0.36 0.64 0.36 0.16 0.21 23.13 0.45 0.55 0.42 0.16 0.18
23.29 0.41 0.59 0.40 0.16 0.19 23.46 0.32 0.68 0.34 0.16 0.22
23.62 2.00 0.00 0.00 0.16 0.00 23.79 2.00 0.00 0.00 0.16 0.00
23.95 2.00 0.00 0.00 0.16 0.00 24.11 2.00 0.00 0.00 0.16 0.00
24.28 2.00 0.00 0.00 0.16 0.00 24.44 2.00 0.00 0.00 0.16 0.00
24.61 2.00 0.00 0.00 0.16 0.00 24.77 0.29 0.71 0.32 0.16 0.22
24.93 0.32 0.68 0.34 0.16 0.21 25.10 0.34 0.66 0.35 0.16 0.20
25.26 0.35 0.65 0.35 0.16 0.20 25.43 0.34 0.66 0.35 0.16 0.20
25.59 0.33 0.67 0.34 0.16 0.20 25.75 0.31 0.69 0.33 0.16 0.21
25.92 0.28 0.72 0.31 0.16 0.22 26.08 2.00 0.00 0.00 0.16 0.00
26.25 2.00 0.00 0.00 0.16 0.00 26.41 2.00 0.00 0.00 0.16 0.00
26.57 2.00 0.00 0.00 0.16 0.00 26.74 2.00 0.00 0.00 0.16 0.00
26.90 2.00 0.00 0.00 0.16 0.00 27.07 2.00 0.00 0.00 0.16 0.00
27.23 2.00 0.00 0.00 0.16 0.00 27.39 2.00 0.00 0.00 0.16 0.00
27.56 2.00 0.00 0.00 0.16 0.00 27.72 2.00 0.00 0.00 0.16 0.00
27.89 0.21 0.79 0.28 0.16 0.23 28.05 0.23 0.77 0.29 0.16 0.22
28.21 0.28 0.72 0.31 0.16 0.21 28.38 0.23 0.77 0.29 0.16 0.22
28.54 0.26 0.74 0.30 0.16 0.21 28.71 0.27 0.73 0.31 0.16 0.21
28.87 0.26 0.74 0.30 0.16 0.21 29.04 2.00 0.00 0.00 0.16 0.00
29.20 2.00 0.00 0.00 0.16 0.00 29.36 2.00 0.00 0.00 0.16 0.00
29.53 2.00 0.00 0.00 0.16 0.00 29.69 2.00 0.00 0.00 0.16 0.00
29.86 2.00 0.00 0.00 0.16 0.00 30.02 2.00 0.00 0.00 0.16 0.00
30.18 2.00 0.00 0.00 0.16 0.00 30.35 2.00 0.00 0.00 0.16 0.00
30.51 2.00 0.00 0.00 0.16 0.00 30.68 2.00 0.00 0.00 0.16 0.00
30.84 2.00 0.00 0.00 0.16 0.00 31.00 2.00 0.00 0.00 0.16 0.00
31.17 0.29 0.71 0.32 0.16 0.19 31.33 0.34 0.66 0.35 0.16 0.17
31.50 0.30 0.70 0.32 0.16 0.18 31.66 0.28 0.72 0.31 0.16 0.19
31.82 0.33 0.67 0.34 0.16 0.17 31.99 0.45 0.55 0.43 0.16 0.14
32.15 1.18 0.00 0.00 0.16 0.00 32.32 2.00 0.00 0.00 0.16 0.00
32.48 2.00 0.00 0.00 0.16 0.00 32.64 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 30 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::
Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH
32.81 2.00 0.00 0.00 0.16 0.00 32.97 2.00 0.00 0.00 0.16 0.00
33.14 1.96 0.00 0.00 0.16 0.00 33.30 1.24 0.00 0.00 0.16 0.00
33.47 0.90 0.00 0.00 0.16 0.02 33.63 0.96 0.00 0.00 0.16 0.01
33.79 0.99 0.00 0.00 0.16 0.00 33.96 0.91 0.00 0.00 0.16 0.02
34.12 0.83 0.00 0.00 0.16 0.04 34.28 0.77 0.00 0.00 0.16 0.06
34.45 0.62 0.38 0.68 0.16 0.09 34.61 0.58 0.42 0.60 0.16 0.10
34.78 0.57 0.43 0.57 0.16 0.10 34.94 0.58 0.42 0.59 0.16 0.10
35.10 0.60 0.40 0.63 0.16 0.09 35.27 0.73 0.27 1.08 0.16 0.06
35.43 0.62 0.38 0.68 0.16 0.09 35.60 0.50 0.50 0.48 0.16 0.11
35.76 0.65 0.35 0.74 0.16 0.08 35.92 2.00 0.00 0.00 0.16 0.00
36.09 2.00 0.00 0.00 0.16 0.00 36.25 2.00 0.00 0.00 0.16 0.00
36.42 2.00 0.00 0.00 0.16 0.00 36.58 2.00 0.00 0.00 0.16 0.00
36.74 2.00 0.00 0.00 0.16 0.00 36.91 2.00 0.00 0.00 0.16 0.00
37.07 2.00 0.00 0.00 0.16 0.00 37.24 2.00 0.00 0.00 0.16 0.00
37.40 2.00 0.00 0.00 0.16 0.00 37.57 2.00 0.00 0.00 0.16 0.00
37.73 2.00 0.00 0.00 0.16 0.00 37.89 2.00 0.00 0.00 0.16 0.00
38.06 2.00 0.00 0.00 0.16 0.00 38.22 2.00 0.00 0.00 0.16 0.00
38.39 2.00 0.00 0.00 0.16 0.00 38.55 2.00 0.00 0.00 0.16 0.00
38.71 2.00 0.00 0.00 0.16 0.00 38.88 2.00 0.00 0.00 0.16 0.00
39.04 2.00 0.00 0.00 0.16 0.00 39.21 2.00 0.00 0.00 0.16 0.00
39.37 2.00 0.00 0.00 0.16 0.00 39.53 2.00 0.00 0.00 0.16 0.00
39.70 2.00 0.00 0.00 0.16 0.00 39.86 2.00 0.00 0.00 0.16 0.00
40.03 2.00 0.00 0.00 0.16 0.00 40.19 2.00 0.00 0.00 0.16 0.00
40.35 2.00 0.00 0.00 0.16 0.00 40.52 0.36 0.64 0.36 0.16 0.12
40.68 0.37 0.63 0.36 0.16 0.12 40.85 0.27 0.73 0.31 0.16 0.14
41.01 2.00 0.00 0.00 0.17 0.00 41.17 2.00 0.00 0.00 0.16 0.00
41.34 2.00 0.00 0.00 0.16 0.00 41.50 2.00 0.00 0.00 0.16 0.00
41.67 2.00 0.00 0.00 0.16 0.00 41.83 2.00 0.00 0.00 0.16 0.00
41.99 2.00 0.00 0.00 0.16 0.00 42.16 2.00 0.00 0.00 0.16 0.00
42.32 2.00 0.00 0.00 0.16 0.00 42.49 2.00 0.00 0.00 0.16 0.00
42.65 2.00 0.00 0.00 0.16 0.00 42.81 2.00 0.00 0.00 0.16 0.00
42.98 2.00 0.00 0.00 0.16 0.00 43.14 2.00 0.00 0.00 0.16 0.00
43.31 2.00 0.00 0.00 0.16 0.00 43.47 2.00 0.00 0.00 0.16 0.00
43.63 2.00 0.00 0.00 0.16 0.00 43.80 2.00 0.00 0.00 0.16 0.00
43.96 2.00 0.00 0.00 0.16 0.00 44.13 2.00 0.00 0.00 0.16 0.00
44.29 2.00 0.00 0.00 0.16 0.00 44.45 2.00 0.00 0.00 0.16 0.00
44.62 2.00 0.00 0.00 0.16 0.00 44.78 2.00 0.00 0.00 0.16 0.00
44.95 2.00 0.00 0.00 0.16 0.00 45.11 2.00 0.00 0.00 0.16 0.00
45.28 2.00 0.00 0.00 0.16 0.00 45.44 2.00 0.00 0.00 0.16 0.00
45.60 2.00 0.00 0.00 0.16 0.00 45.77 2.00 0.00 0.00 0.16 0.00
45.93 2.00 0.00 0.00 0.16 0.00 46.10 2.00 0.00 0.00 0.16 0.00
46.26 2.00 0.00 0.00 0.16 0.00 46.42 2.00 0.00 0.00 0.16 0.00
46.59 2.00 0.00 0.00 0.16 0.00 46.75 2.00 0.00 0.00 0.16 0.00
46.92 2.00 0.00 0.00 0.16 0.00 47.08 2.00 0.00 0.00 0.16 0.00
47.24 2.00 0.00 0.00 0.16 0.00 47.41 2.00 0.00 0.00 0.16 0.00
47.57 2.00 0.00 0.00 0.16 0.00 47.74 0.23 0.77 0.29 0.16 0.11
47.90 0.23 0.77 0.29 0.16 0.10 48.06 2.00 0.00 0.00 0.16 0.00
48.23 2.00 0.00 0.00 0.16 0.00 48.39 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 31 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::
Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH
48.56 2.00 0.00 0.00 0.16 0.00 48.72 2.00 0.00 0.00 0.16 0.00
48.88 2.00 0.00 0.00 0.16 0.00 49.05 2.00 0.00 0.00 0.16 0.00
49.21 2.00 0.00 0.00 0.16 0.00 49.38 0.27 0.73 0.31 0.16 0.09
49.54 0.28 0.72 0.31 0.16 0.09 49.70 0.31 0.69 0.33 0.16 0.08
49.87 0.40 0.60 0.38 0.16 0.07 50.03 0.34 0.66 0.35 0.16 0.08
50.20 0.28 0.72 0.31 0.16 0.08
Abbreviations
Ov e ra ll lique faction pote ntial: 22.75
LPIISH > 5.0 - Liquefaction manifestation is expected
FS:
dz:
LPI:
Calculated factor of safety for test point
Layer thickness (ft)
Liquefaction potential index value for test point
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 32 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Vertical settlements
Settlement (in)
0 1 2 3 4 5
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements
Es t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e me n t s Strain plot
Volumentric strain (%)
0 1 2 3 4 5 6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Strain plot
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 33 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Abbreviations
qt:
Ic:
FS:
Volumentric strain:
Total cone resistance (cone resistance q c corrected for pore water effects) Soil Behaviour Type Index
Calculated Factor of Safety against liquefaction
Post-liquefaction volumentric strain
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction ::
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
DF DF
9.02 74.58 0.41 3.63 0.85 0.07 9.19 74.06 0.40 3.64 0.84 0.07
9.35 72.69 0.39 3.70 0.84 0.07 9.51 72.66 0.39 3.68 0.84 0.07
9.68 72.29 0.38 3.69 0.84 0.07 9.84 73.95 0.38 3.60 0.83 0.07
10.01 74.86 0.39 3.55 0.83 0.07 10.17 73.42 0.38 3.60 0.83 0.07
10.34 73.24 0.37 3.60 0.82 0.07 10.50 74.66 0.37 3.52 0.82 0.07
10.66 64.04 0.32 4.04 0.82 0.08 10.83 74.62 0.37 3.50 0.82 0.07
10.99 70.96 0.35 3.65 0.81 0.07 11.15 71.01 0.35 3.64 0.81 0.07
11.32 57.52 0.29 4.39 0.81 0.09 11.48 65.15 0.32 3.91 0.81 0.08
11.65 68.90 0.33 3.70 0.80 0.07 11.81 80.75 0.38 3.18 0.80 0.06
11.97 81.13 0.38 3.15 0.80 0.06 12.14 78.88 0.37 3.23 0.79 0.06
12.30 66.81 0.31 3.76 0.79 0.07 12.47 68.33 0.32 3.67 0.79 0.07
12.63 65.26 0.30 3.81 0.79 0.08 12.79 62.29 0.29 3.96 0.78 0.08
12.96 62.85 0.29 3.92 0.78 0.08 13.12 76.22 0.34 3.26 0.78 0.06
13.29 77.55 0.35 3.20 0.77 0.06 13.45 66.81 0.30 3.67 0.77 0.07
13.62 67.47 0.30 3.62 0.77 0.07 13.78 71.26 0.32 3.43 0.77 0.07
13.94 73.41 0.32 3.32 0.76 0.07 14.11 73.83 0.32 3.29 0.76 0.06
14.27 68.53 0.30 3.52 0.76 0.07 14.44 71.30 0.31 3.38 0.76 0.07
14.60 73.27 0.32 3.28 0.75 0.06 14.76 71.70 0.31 3.34 0.75 0.07
14.93 69.93 0.30 3.40 0.75 0.07 15.09 57.27 0.25 4.06 0.74 0.08
15.26 54.45 0.24 4.23 0.74 0.08 15.42 14.13 2.00 0.00 0.74 0.00
15.58 51.02 0.23 4.44 0.74 0.09 15.75 62.53 0.26 3.70 0.73 0.07
15.91 63.94 0.27 3.61 0.73 0.07 16.08 63.16 0.26 3.64 0.73 0.07
16.24 63.80 0.26 3.59 0.72 0.07 16.40 62.70 0.26 3.63 0.72 0.07
16.57 63.02 0.26 3.60 0.72 0.07 16.73 66.12 0.27 3.43 0.72 0.07
16.90 76.63 0.31 2.98 0.71 0.06 17.06 83.17 0.33 2.74 0.71 0.05
17.22 85.95 0.34 2.65 0.71 0.05 17.39 120.61 0.52 1.86 0.71 0.04
17.55 141.18 0.68 1.56 0.70 0.03 17.72 142.31 0.69 1.54 0.70 0.03
17.88 132.29 0.59 1.66 0.70 0.03 18.05 126.19 0.54 1.75 0.69 0.03
18.21 111.75 0.45 1.98 0.69 0.04 18.37 136.76 0.62 1.59 0.69 0.03
18.54 167.83 1.09 0.46 0.69 0.01 18.70 204.01 2.00 0.00 0.68 0.00
18.86 185.12 1.78 0.07 0.68 0.00 19.03 123.19 0.51 1.75 0.68 0.03
19.19 39.34 2.00 0.00 0.67 0.00 19.36 28.46 2.00 0.00 0.67 0.00
19.52 28.89 2.00 0.00 0.67 0.00 19.68 33.20 2.00 0.00 0.67 0.00
19.85 32.12 2.00 0.00 0.66 0.00 20.01 30.67 2.00 0.00 0.66 0.00
20.18 27.39 2.00 0.00 0.66 0.00 20.34 31.24 2.00 0.00 0.66 0.00
20.50 33.28 2.00 0.00 0.65 0.00 20.67 76.21 0.29 2.73 0.65 0.05
20.83 84.10 0.32 2.47 0.65 0.05 21.00 89.07 0.33 2.33 0.64 0.05
21.16 36.47 2.00 0.00 0.64 0.00 21.32 26.72 2.00 0.00 0.64 0.00
21.49 19.38 2.00 0.00 0.64 0.00 21.65 17.36 2.00 0.00 0.63 0.00
21.82 30.62 2.00 0.00 0.63 0.00 21.98 48.52 2.00 0.00 0.63 0.00
22.15 34.74 2.00 0.00 0.62 0.00 22.31 23.03 2.00 0.00 0.62 0.00
22.47 21.76 2.00 0.00 0.62 0.00 22.64 27.93 2.00 0.00 0.62 0.00
22.80 67.62 0.25 2.88 0.61 0.06 22.97 96.37 0.36 2.04 0.61 0.04
23.13 115.68 0.45 1.68 0.61 0.03 23.29 109.38 0.41 1.77 0.61 0.03
23.46 88.55 0.32 2.19 0.60 0.04 23.62 29.65 2.00 0.00 0.60 0.00
23.79 19.85 2.00 0.00 0.60 0.00 23.95 18.07 2.00 0.00 0.59 0.00
24.11 20.83 2.00 0.00 0.59 0.00 24.28 29.26 2.00 0.00 0.59 0.00
24.44 42.16 2.00 0.00 0.59 0.00 24.61 39.40 2.00 0.00 0.58 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 34 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
DF DF
24.77 80.69 0.29 2.31 0.58 0.05 24.93 89.41 0.32 2.08 0.58 0.04
25.10 95.00 0.34 1.94 0.57 0.04 25.26 95.49 0.35 1.93 0.57 0.04
25.43 94.17 0.34 1.94 0.57 0.04 25.59 92.54 0.33 1.97 0.57 0.04
25.75 85.64 0.31 2.11 0.56 0.04 25.92 77.79 0.28 2.31 0.56 0.05
26.08 34.03 2.00 0.00 0.56 0.00 26.25 34.72 2.00 0.00 0.56 0.00
26.41 37.98 2.00 0.00 0.55 0.00 26.57 30.73 2.00 0.00 0.55 0.00
26.74 27.99 2.00 0.00 0.55 0.00 26.90 19.11 2.00 0.00 0.54 0.00
27.07 16.15 2.00 0.00 0.54 0.00 27.23 15.47 2.00 0.00 0.54 0.00
27.39 17.20 2.00 0.00 0.54 0.00 27.56 18.37 2.00 0.00 0.53 0.00
27.72 19.43 2.00 0.00 0.53 0.00 27.89 57.43 0.21 2.87 0.53 0.06
28.05 63.36 0.23 2.61 0.52 0.05 28.21 78.51 0.28 2.13 0.52 0.04
28.38 63.23 0.23 2.59 0.52 0.05 28.54 73.64 0.26 2.24 0.52 0.04
28.71 75.72 0.27 2.17 0.51 0.04 28.87 73.70 0.26 2.21 0.51 0.04
29.04 28.73 2.00 0.00 0.51 0.00 29.20 25.17 2.00 0.00 0.51 0.00
29.36 23.65 2.00 0.00 0.50 0.00 29.53 25.85 2.00 0.00 0.50 0.00
29.69 33.78 2.00 0.00 0.50 0.00 29.86 34.89 2.00 0.00 0.49 0.00
30.02 31.10 2.00 0.00 0.49 0.00 30.18 30.85 2.00 0.00 0.49 0.00
30.35 26.72 2.00 0.00 0.49 0.00 30.51 25.59 2.00 0.00 0.48 0.00
30.68 26.31 2.00 0.00 0.48 0.00 30.84 28.10 2.00 0.00 0.48 0.00
31.00 30.60 2.00 0.00 0.47 0.00 31.17 82.87 0.29 1.83 0.47 0.04
31.33 97.29 0.34 1.55 0.47 0.03 31.50 84.85 0.30 1.77 0.47 0.03
31.66 81.49 0.28 1.82 0.46 0.04 31.82 94.67 0.33 1.56 0.46 0.03
31.99 121.24 0.45 1.20 0.46 0.02 32.15 176.22 1.18 0.24 0.46 0.00
32.32 198.30 2.00 0.00 0.45 0.00 32.48 206.66 2.00 0.00 0.45 0.00
32.64 206.14 2.00 0.00 0.45 0.00 32.81 212.05 2.00 0.00 0.44 0.00
32.97 210.87 2.00 0.00 0.44 0.00 33.14 191.64 1.96 0.01 0.44 0.00
33.30 178.14 1.24 0.20 0.44 0.00 33.47 165.60 0.90 0.43 0.43 0.01
33.63 168.42 0.96 0.37 0.43 0.01 33.79 169.81 0.99 0.34 0.43 0.01
33.96 166.26 0.91 0.41 0.42 0.01 34.12 161.70 0.83 0.51 0.42 0.01
34.28 157.96 0.77 0.61 0.42 0.01 34.45 145.99 0.62 0.89 0.42 0.02
34.61 141.65 0.58 0.92 0.41 0.02 34.78 139.70 0.57 0.92 0.41 0.02
34.94 141.33 0.58 0.91 0.41 0.02 35.10 143.85 0.60 0.88 0.41 0.02
35.27 155.85 0.73 0.65 0.40 0.01 35.43 146.25 0.62 0.85 0.40 0.02
35.60 131.25 0.50 0.96 0.40 0.02 35.76 148.60 0.65 0.83 0.39 0.02
35.92 208.94 2.00 0.00 0.39 0.00 36.09 269.61 2.00 0.00 0.39 0.00
36.25 324.71 2.00 0.00 0.39 0.00 36.42 342.90 2.00 0.00 0.38 0.00
36.58 325.18 2.00 0.00 0.38 0.00 36.74 305.36 2.00 0.00 0.38 0.00
36.91 302.02 2.00 0.00 0.37 0.00 37.07 299.07 2.00 0.00 0.37 0.00
37.24 302.50 2.00 0.00 0.37 0.00 37.40 308.17 2.00 0.00 0.37 0.00
37.57 317.75 2.00 0.00 0.36 0.00 37.73 285.66 2.00 0.00 0.36 0.00
37.89 306.65 2.00 0.00 0.36 0.00 38.06 312.52 2.00 0.00 0.35 0.00
38.22 330.58 2.00 0.00 0.35 0.00 38.39 344.29 2.00 0.00 0.35 0.00
38.55 360.20 2.00 0.00 0.35 0.00 38.71 374.28 2.00 0.00 0.34 0.00
38.88 377.66 2.00 0.00 0.34 0.00 39.04 374.63 2.00 0.00 0.34 0.00
39.21 350.93 2.00 0.00 0.34 0.00 39.37 330.79 2.00 0.00 0.33 0.00
39.53 342.33 2.00 0.00 0.33 0.00 39.70 359.78 2.00 0.00 0.33 0.00
39.86 368.73 2.00 0.00 0.32 0.00 40.03 366.68 2.00 0.00 0.32 0.00
40.19 318.05 2.00 0.00 0.32 0.00 40.35 196.57 2.00 0.00 0.32 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 35 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
DF DF
40.52 102.66 0.36 0.98 0.31 0.02 40.68 103.19 0.37 0.97 0.31 0.02
40.85 78.33 0.27 1.26 0.31 0.02 41.01 27.61 2.00 0.00 0.30 0.00
41.17 24.43 2.00 0.00 0.30 0.00 41.34 23.63 2.00 0.00 0.30 0.00
41.50 27.48 2.00 0.00 0.30 0.00 41.67 24.56 2.00 0.00 0.29 0.00
41.83 23.55 2.00 0.00 0.29 0.00 41.99 20.38 2.00 0.00 0.29 0.00
42.16 18.59 2.00 0.00 0.29 0.00 42.32 17.69 2.00 0.00 0.28 0.00
42.49 16.21 2.00 0.00 0.28 0.00 42.65 15.13 2.00 0.00 0.28 0.00
42.81 12.53 2.00 0.00 0.27 0.00 42.98 12.26 2.00 0.00 0.27 0.00
43.14 13.13 2.00 0.00 0.27 0.00 43.31 13.90 2.00 0.00 0.27 0.00
43.47 13.63 2.00 0.00 0.26 0.00 43.63 11.71 2.00 0.00 0.26 0.00
43.80 10.32 2.00 0.00 0.26 0.00 43.96 9.74 2.00 0.00 0.25 0.00
44.13 9.71 2.00 0.00 0.25 0.00 44.29 11.31 2.00 0.00 0.25 0.00
44.45 12.56 2.00 0.00 0.25 0.00 44.62 12.73 2.00 0.00 0.24 0.00
44.78 12.25 2.00 0.00 0.24 0.00 44.95 12.29 2.00 0.00 0.24 0.00
45.11 13.42 2.00 0.00 0.24 0.00 45.28 16.50 2.00 0.00 0.23 0.00
45.44 13.36 2.00 0.00 0.23 0.00 45.60 11.57 2.00 0.00 0.23 0.00
45.77 10.48 2.00 0.00 0.22 0.00 45.93 8.66 2.00 0.00 0.22 0.00
46.10 9.09 2.00 0.00 0.22 0.00 46.26 8.15 2.00 0.00 0.22 0.00
46.42 7.85 2.00 0.00 0.21 0.00 46.59 8.92 2.00 0.00 0.21 0.00
46.75 12.89 2.00 0.00 0.21 0.00 46.92 16.66 2.00 0.00 0.20 0.00
47.08 19.70 2.00 0.00 0.20 0.00 47.24 20.83 2.00 0.00 0.20 0.00
47.41 20.20 2.00 0.00 0.20 0.00 47.57 22.34 2.00 0.00 0.19 0.00
47.74 62.49 0.23 0.96 0.19 0.02 47.90 65.00 0.23 0.92 0.19 0.02
48.06 25.67 2.00 0.00 0.19 0.00 48.23 24.61 2.00 0.00 0.18 0.00
48.39 22.95 2.00 0.00 0.18 0.00 48.56 21.70 2.00 0.00 0.18 0.00
48.72 22.18 2.00 0.00 0.17 0.00 48.88 22.87 2.00 0.00 0.17 0.00
49.05 25.41 2.00 0.00 0.17 0.00 49.21 31.49 2.00 0.00 0.17 0.00
49.38 74.91 0.27 0.70 0.16 0.01 49.54 80.65 0.28 0.64 0.16 0.01
49.70 87.17 0.31 0.58 0.16 0.01 49.87 110.20 0.40 0.45 0.15 0.01
50.03 96.40 0.34 0.51 0.15 0.01 50.20 79.29 0.28 0.60 0.15 0.01 Tot a l e st im a te d set t lem e nt: 5.39
Abbreviations
Qtn,cs:
FS:
ev (%):
DF:
Settlement:
Equivalent clean sand normalized cone resistance
Factor of safety against liquefaction
Post-liquefaction volumentric strain
ev depth weighting factor
Calculated settlement
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 36 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation Idriss & Boulanger (2008) ::
Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
1.31 18.47 29.56 2.31 68.19 2.39 0.06 0.68
1.48 16.96 27.12 2.76 74.96 2.47 0.06 0.67
1.64 14.72 23.50 3.88 91.11 2.61 0.06 0.62
1.80 13.33 21.26 4.65 98.94 2.69 0.06 0.62
1.97 12.18 19.40 5.05 98.04 2.73 0.06 0.62
2.13 11.49 18.28 4.60 84.01 2.69 0.06 0.62
2.30 11.18 17.76 4.14 73.53 2.64 0.06 0.62
2.46 11.05 17.54 3.69 64.81 2.59 0.06 0.64
2.63 11.41 18.10 3.25 58.87 2.54 0.05 0.64
2.79 11.90 18.89 2.83 53.37 2.48 0.05 0.64
2.95 12.79 20.30 2.47 50.21 2.42 0.05 0.64
3.12 14.05 22.32 2.12 47.40 2.35 0.05 0.65
3.28 15.73 25.00 1.84 46.00 2.28 0.05 0.65
3.44 17.43 27.72 1.00 27.72 2.21 0.04 0.62
3.61 18.63 29.63 1.00 29.63 2.18 0.04 0.62
3.77 19.69 31.33 1.00 31.33 2.17 0.04 0.62
3.94 19.98 31.78 1.58 50.27 2.19 0.05 0.67
4.10 20.31 32.29 1.61 52.04 2.20 0.05 0.67
4.26 19.91 31.63 1.69 53.37 2.23 0.06 0.67
4.43 19.84 31.50 1.74 54.68 2.24 0.06 0.67
4.59 19.56 31.04 1.78 55.34 2.26 0.06 0.67
4.76 19.72 31.29 1.76 55.09 2.25 0.06 0.67
4.92 20.35 32.29 1.70 54.88 2.23 0.06 0.67
5.08 21.69 34.42 1.60 55.00 2.19 0.06 0.68
5.25 23.37 37.11 1.51 56.08 2.15 0.06 0.68
5.41 24.88 39.53 1.45 57.13 2.12 0.06 0.68
5.58 26.37 41.90 1.39 58.41 2.08 0.06 0.68
5.74 28.42 45.19 1.34 60.73 2.04 0.06 0.68
5.91 31.51 50.14 1.00 50.14 1.98 0.06 0.63
6.07 35.15 55.97 1.00 55.97 1.91 0.07 0.65
6.23 38.56 61.43 1.00 61.43 1.86 0.08 0.66
6.40 41.16 65.60 1.00 65.60 1.82 0.08 0.67
6.56 42.78 68.18 1.00 68.18 1.81 0.08 0.68
6.73 43.16 68.77 1.00 68.77 1.83 0.09 0.68
6.89 41.96 66.85 1.00 66.85 1.87 0.08 0.68
7.05 39.31 62.56 1.26 78.70 1.93 0.08 0.71
7.22 36.04 57.30 1.32 75.47 2.01 0.08 0.71
7.38 33.75 53.60 1.39 74.41 2.08 0.07 0.71
7.55 33.49 53.18 1.42 75.50 2.10 0.07 0.71
7.71 34.75 55.19 1.40 77.22 2.09 0.08 0.72
7.87 36.40 57.82 1.36 78.62 2.05 0.08 0.72
8.04 38.58 61.32 1.31 80.44 2.01 0.08 0.71
8.20 41.46 65.91 1.27 83.42 1.94 0.08 0.71
8.37 43.50 68.71 1.24 85.06 1.90 0.09 0.71
8.53 43.39 67.70 1.24 83.72 1.90 0.09 0.70
8.69 41.04 63.77 1.25 79.91 1.92 0.08 0.70
8.86 38.24 59.42 1.28 76.03 1.96 0.08 0.70
9.02 35.58 55.28 1.31 72.50 2.01 0.07 0.69
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 37 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
9.19 33.57 52.16 1.35 70.53 2.05 0.07 0.69
9.35 32.63 50.26 1.36 68.58 2.06 0.07 0.69
9.51 32.89 50.02 1.36 67.97 2.05 0.07 0.69
9.68 34.32 51.31 1.33 68.44 2.03 0.07 0.69
9.84 36.11 53.13 1.32 70.02 2.01 0.07 0.69
10.01 37.22 54.05 1.31 70.75 2.00 0.07 0.70
10.17 37.38 53.71 1.31 70.34 2.00 0.07 0.69
10.34 36.69 52.32 1.32 69.01 2.01 0.07 0.69
10.50 33.96 48.34 1.36 65.64 2.05 0.07 0.69
10.66 33.90 47.74 1.36 64.79 2.05 0.06 0.67
10.83 34.12 47.55 1.36 64.48 2.05 0.07 0.69
10.99 37.18 50.93 1.32 67.14 2.01 0.07 0.69
11.15 39.11 53.09 1.30 68.93 1.99 0.07 0.69
11.32 43.22 57.84 1.00 57.84 1.94 0.07 0.65
11.48 47.91 63.24 1.00 63.24 1.89 0.08 0.67
11.65 51.77 67.78 1.00 67.78 1.86 0.08 0.68
11.81 53.18 69.66 1.23 85.39 1.88 0.09 0.71
11.97 52.99 69.39 1.24 85.91 1.90 0.09 0.71
12.14 52.11 67.91 1.24 83.95 1.90 0.09 0.70
12.30 52.01 67.11 1.00 67.11 1.87 0.08 0.68
12.47 51.56 66.23 1.00 66.23 1.87 0.08 0.68
12.63 50.45 64.79 1.00 64.79 1.89 0.08 0.67
12.79 49.06 63.00 1.00 63.00 1.91 0.08 0.66
12.96 49.09 62.81 1.00 62.81 1.91 0.08 0.66
13.12 50.56 64.41 1.24 79.74 1.90 0.08 0.70
13.29 51.89 65.75 1.23 80.98 1.89 0.08 0.70
13.45 52.88 66.55 1.00 66.55 1.88 0.08 0.68
13.62 54.37 67.86 1.00 67.86 1.85 0.08 0.68
13.78 56.49 69.91 1.00 69.91 1.82 0.09 0.69
13.94 58.54 71.83 1.00 71.83 1.79 0.09 0.69
14.11 57.93 70.81 1.00 70.81 1.79 0.09 0.69
14.27 57.50 70.13 1.00 70.13 1.79 0.08 0.68
14.44 57.53 70.08 1.00 70.08 1.81 0.09 0.69
14.60 58.65 71.27 1.00 71.27 1.81 0.09 0.69
14.76 52.39 63.93 1.00 63.93 1.86 0.09 0.69
14.93 39.14 48.62 1.32 64.18 2.01 0.07 0.68
15.09 24.64 31.45 1.81 56.85 2.27 0.05 0.65
15.26 15.44 20.19 3.37 68.06 2.55 0.05 0.64
15.42 13.10 17.17 4.32 74.10 2.66 0.05 0.62
15.58 15.15 19.68 3.59 70.59 2.58 0.05 0.63
15.75 19.03 24.32 2.59 63.02 2.44 0.06 0.66
15.91 22.17 28.09 2.26 63.37 2.38 0.06 0.67
16.08 22.50 28.53 2.40 68.56 2.41 0.06 0.67
16.24 21.86 27.85 2.82 78.44 2.48 0.06 0.67
16.40 21.42 27.36 3.18 87.12 2.53 0.06 0.66
16.57 21.79 27.89 3.53 98.43 2.57 0.06 0.66
16.73 25.03 31.95 3.38 107.92 2.55 0.07 0.67
16.90 30.12 38.17 2.98 113.70 2.50 0.07 0.70
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 38 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
17.06 36.90 46.26 2.51 115.95 2.42 0.08 0.71
17.22 55.27 67.41 1.64 110.80 2.21 0.07 0.72
17.39 83.19 98.39 1.30 127.44 1.99 0.13 0.78
17.55 109.57 126.76 1.19 150.72 1.84 0.22 0.81
17.72 114.88 132.18 1.18 155.48 1.82 0.22 0.82
17.88 100.73 116.92 1.25 146.69 1.93 0.16 0.80
18.05 79.96 94.67 1.47 139.17 2.13 0.12 0.79
18.21 72.59 86.91 1.81 156.90 2.27 0.10 0.77
18.37 84.33 100.52 1.78 179.14 2.26 0.13 0.81
18.54 113.88 133.13 1.45 192.79 2.12 0.20 0.85
18.70 129.48 149.80 1.37 205.50 2.06 0.39 0.89
18.86 114.36 132.57 1.47 194.82 2.13 0.25 0.87
19.03 76.52 90.15 2.16 194.80 2.36 0.12 0.79
19.19 42.83 51.59 4.74 244.46 2.70 0.09 0.62
19.36 29.03 35.14 7.78 273.41 2.94 0.08 0.62
19.52 27.23 32.66 8.65 282.46 2.99 0.09 0.62
19.68 28.50 34.00 8.17 277.94 2.96 0.09 0.62
19.85 29.18 34.61 7.73 267.48 2.93 0.09 0.62
20.01 27.48 32.31 7.52 243.04 2.92 0.09 0.62
20.18 27.39 31.76 6.40 203.35 2.84 0.08 0.62
20.34 28.39 32.47 5.17 167.92 2.74 0.08 0.62
20.50 30.88 34.94 4.19 146.51 2.65 0.08 0.62
20.67 34.18 38.35 3.55 136.18 2.58 0.08 0.70
20.83 38.12 42.45 3.03 128.73 2.51 0.08 0.72
21.00 38.83 43.02 2.99 128.79 2.50 0.08 0.73
21.16 34.22 37.88 3.76 142.26 2.60 0.08 0.62
21.32 25.97 28.74 5.80 166.65 2.80 0.08 0.62
21.49 19.86 21.72 8.61 187.03 2.99 0.08 0.62
21.65 21.21 23.15 7.95 184.15 2.95 0.07 0.62
21.82 30.69 33.47 5.06 169.24 2.73 0.08 0.62
21.98 36.29 39.44 4.42 174.24 2.67 0.10 0.62
22.15 33.86 36.68 5.10 186.90 2.74 0.08 0.62
22.31 25.23 27.14 7.25 196.67 2.90 0.08 0.62
22.47 23.15 24.60 6.93 170.46 2.88 0.07 0.62
22.64 25.01 26.39 5.67 149.53 2.78 0.08 0.62
22.80 35.49 37.28 3.38 125.90 2.55 0.07 0.68
22.97 51.25 53.46 2.04 108.89 2.33 0.09 0.74
23.13 65.18 67.40 1.52 102.63 2.16 0.11 0.78
23.29 63.11 64.97 1.52 98.77 2.16 0.10 0.77
23.46 48.03 49.44 2.12 104.76 2.35 0.08 0.73
23.62 31.40 32.30 4.68 151.23 2.70 0.08 0.62
23.79 21.98 22.29 9.47 211.12 3.04 0.08 1.59
23.95 19.15 19.13 13.73 262.52 3.24 0.08 1.37
24.11 22.36 22.44 13.16 295.27 3.22 0.08 1.60
24.28 30.51 30.94 9.69 299.83 3.05 0.09 2.21
24.44 36.82 37.38 6.90 257.83 2.88 0.10 0.62
24.61 40.05 40.27 4.71 189.81 2.70 0.09 0.62
24.77 41.73 41.50 2.99 123.97 2.50 0.08 0.71
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 39 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
24.93 46.02 45.51 2.26 102.97 2.38 0.08 0.73
25.10 50.57 49.90 2.11 105.37 2.35 0.08 0.74
25.26 51.86 51.03 2.21 112.91 2.37 0.09 0.74
25.43 50.72 49.70 2.31 114.77 2.39 0.09 0.74
25.59 47.63 46.48 2.67 124.19 2.45 0.09 0.73
25.75 42.82 41.51 2.98 123.80 2.50 0.08 0.72
25.92 38.12 36.71 3.49 128.17 2.57 0.08 0.70
26.08 35.62 34.08 3.82 130.17 2.61 0.08 0.62
26.25 36.45 34.77 4.12 143.14 2.64 0.08 0.62
26.41 35.40 33.61 4.76 160.02 2.71 0.09 0.62
26.57 33.16 31.28 5.47 170.96 2.77 0.08 0.62
26.74 26.72 24.84 7.24 179.86 2.90 0.08 0.62
26.90 21.75 19.84 9.09 180.27 3.02 0.08 1.42
27.07 17.49 15.58 11.17 174.04 3.13 0.08 1.11
27.23 16.89 14.92 10.81 161.36 3.11 0.07 1.07
27.39 17.74 15.67 9.06 141.99 3.02 0.07 1.12
27.56 19.19 16.99 6.97 118.45 2.88 0.07 0.62
27.72 20.57 18.23 5.07 92.38 2.73 0.06 0.62
27.89 24.83 22.21 3.21 71.28 2.53 0.06 0.65
28.05 37.01 33.68 1.72 57.96 2.24 0.05 0.67
28.21 52.16 47.93 1.34 64.15 2.03 0.07 0.70
28.38 59.71 54.93 1.00 54.93 1.95 0.08 0.67
28.54 55.33 50.66 1.32 66.75 2.01 0.07 0.69
28.71 44.81 40.60 1.65 66.88 2.21 0.06 0.70
28.87 36.89 33.01 2.83 93.43 2.48 0.07 0.69
29.04 31.36 27.67 5.27 145.89 2.75 0.08 0.62
29.20 27.91 24.32 8.15 198.17 2.96 0.08 0.62
29.36 26.98 23.34 10.01 233.58 3.07 0.08 1.67
29.53 30.16 26.13 9.22 240.81 3.02 0.08 1.87
29.69 34.28 29.75 7.62 226.69 2.93 0.09 0.62
29.86 36.27 31.43 6.40 201.17 2.84 0.09 0.62
30.02 35.33 30.45 5.89 179.35 2.80 0.08 0.62
30.18 32.51 27.76 5.89 163.54 2.80 0.08 0.62
30.35 30.62 25.94 6.00 155.68 2.81 0.08 0.62
30.51 29.09 24.43 6.43 157.03 2.84 0.08 0.62
30.68 29.70 24.87 6.49 161.30 2.85 0.08 0.62
30.84 31.68 26.52 6.24 165.39 2.83 0.08 0.62
31.00 36.66 30.86 5.10 157.25 2.74 0.08 0.62
31.17 45.07 38.29 3.63 139.02 2.59 0.08 0.71
31.33 49.32 42.01 2.89 121.57 2.49 0.09 0.74
31.50 49.61 42.15 2.67 112.72 2.45 0.08 0.72
31.66 50.64 42.94 2.50 107.50 2.42 0.07 0.71
31.82 66.54 56.99 1.87 106.75 2.29 0.08 0.74
31.99 105.26 91.40 1.40 128.39 2.09 0.12 0.78
32.15 152.62 133.45 1.28 170.45 1.96 0.30 0.86
32.32 193.84 170.13 1.20 204.65 1.85 0.76 0.89
32.48 213.18 187.12 1.15 215.93 1.80 0.92 0.89
32.64 218.38 191.24 1.14 218.83 1.79 0.92 0.89
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 40 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
32.81 212.89 185.37 1.20 222.35 1.85 0.92 0.90
32.97 201.32 174.04 1.25 218.18 1.93 0.78 0.90
33.14 189.26 163.05 1.25 203.83 1.92 0.47 0.88
33.30 182.98 157.55 1.21 190.99 1.86 0.42 0.86
33.47 184.02 159.17 1.04 166.17 1.73 0.41 0.85
33.63 186.81 161.72 1.00 161.72 1.67 0.44 0.85
33.79 187.43 161.91 1.00 161.91 1.66 0.46 0.85
33.96 183.42 157.51 1.03 162.66 1.72 0.41 0.85
34.12 175.90 149.99 1.14 171.22 1.79 0.34 0.84
34.28 165.98 140.70 1.19 166.90 1.83 0.29 0.84
34.45 158.47 133.92 1.18 158.46 1.83 0.24 0.82
34.61 154.51 130.35 1.17 151.86 1.81 0.23 0.82
34.78 155.87 131.52 1.12 146.85 1.77 0.23 0.81
34.94 159.33 134.48 1.06 142.16 1.73 0.24 0.81
35.10 166.53 140.74 1.00 140.74 1.69 0.26 0.82
35.27 167.54 141.16 1.00 141.16 1.70 0.33 0.83
35.43 159.67 133.36 1.13 150.78 1.78 0.25 0.82
35.60 156.70 129.94 1.19 155.18 1.84 0.18 0.80
35.76 181.13 151.11 1.08 163.71 1.75 0.27 0.83
35.92 234.84 198.53 1.00 198.53 1.58 0.93 0.90
36.09 299.91 256.57 1.00 256.57 1.42 0.97 0.95
36.25 349.29 299.74 1.00 299.74 1.37 0.99 1.00
36.42 370.40 317.08 1.00 317.08 1.38 1.00 1.01
36.58 363.58 308.97 1.00 308.97 1.45 1.00 1.00
36.74 348.73 295.12 1.00 295.12 1.47 0.99 0.98
36.91 339.35 287.19 1.00 287.19 1.44 0.99 0.98
37.07 338.65 287.62 1.00 287.62 1.38 0.99 0.98
37.24 341.33 289.17 1.00 289.17 1.38 0.99 0.98
37.40 348.75 294.12 1.00 294.12 1.41 0.99 0.98
37.57 342.84 287.08 1.00 287.08 1.47 0.99 0.99
37.73 342.66 285.66 1.00 285.66 1.49 0.99 0.97
37.89 341.09 283.63 1.00 283.63 1.50 0.99 0.98
38.06 358.39 299.39 1.00 299.39 1.43 0.99 0.99
38.22 372.99 315.08 1.00 315.08 1.30 1.00 1.00
38.39 391.40 333.68 1.00 333.68 1.20 1.01 1.01
38.55 408.33 348.70 1.00 348.70 1.17 1.02 1.02
38.71 421.40 357.98 1.00 357.98 1.21 1.02 1.03
38.88 427.31 362.07 1.00 362.07 1.22 1.03 1.03
39.04 418.90 354.08 1.00 354.08 1.22 1.02 1.03
39.21 401.54 337.52 1.00 337.52 1.26 1.01 1.02
39.37 389.68 325.97 1.00 325.97 1.29 1.01 1.00
39.53 393.48 329.08 1.00 329.08 1.27 1.01 1.01
39.70 408.36 341.92 1.00 341.92 1.25 1.02 1.02
39.86 418.10 349.96 1.00 349.96 1.24 1.02 1.03
40.03 402.57 335.48 1.00 335.48 1.26 1.01 1.03
40.19 338.71 278.32 1.00 278.32 1.36 0.98 0.99
40.35 235.90 188.35 1.00 188.35 1.57 0.92 0.88
40.52 139.85 106.64 1.22 130.26 1.88 0.12 0.75
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 41 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
40.68 78.81 56.77 1.67 94.52 2.22 0.09 0.75
40.85 53.51 36.90 2.56 94.33 2.43 0.07 0.70
41.01 38.50 25.34 4.11 104.11 2.64 0.07 0.62
41.17 32.89 21.04 5.25 110.50 2.75 0.07 0.62
41.34 32.73 20.71 5.98 123.82 2.81 0.07 0.62
41.50 32.94 20.71 6.30 130.53 2.84 0.08 0.62
41.67 33.03 20.70 6.59 136.33 2.86 0.08 0.62
41.83 30.19 18.71 7.13 133.31 2.89 0.08 0.62
41.99 27.66 16.94 7.46 126.30 2.92 0.07 0.62
42.16 25.19 15.23 7.75 118.05 2.94 0.07 0.62
42.32 23.43 14.00 7.75 108.46 2.94 0.07 0.62
42.49 21.95 12.97 8.08 104.79 2.96 0.07 0.62
42.65 19.74 11.46 9.17 105.06 3.02 0.07 0.82
42.81 18.07 10.31 10.90 112.38 3.11 0.07 0.74
42.98 17.26 9.74 12.17 118.51 3.17 0.07 0.70
43.14 17.90 10.13 11.76 119.11 3.16 0.07 0.72
43.31 18.53 10.51 11.12 116.83 3.13 0.07 0.75
43.47 17.92 10.07 11.35 114.26 3.14 0.07 0.72
43.63 16.35 9.01 12.47 112.33 3.19 0.07 0.64
43.80 14.65 7.87 13.92 109.52 3.25 0.07 0.56
43.96 13.79 7.29 14.67 106.89 3.28 0.07 0.52
44.13 14.30 7.59 13.72 104.11 3.24 0.07 0.54
44.29 15.62 8.41 12.15 102.22 3.17 0.07 0.60
44.45 17.01 9.28 10.79 100.22 3.11 0.07 0.66
44.62 17.46 9.54 10.24 97.71 3.08 0.07 0.68
44.78 17.37 9.45 9.96 94.19 3.07 0.07 0.68
44.95 17.72 9.64 9.25 89.23 3.03 0.07 0.69
45.11 19.60 10.81 7.80 84.34 2.94 0.07 0.62
45.28 20.08 11.08 7.63 84.54 2.93 0.07 0.62
45.44 19.26 10.53 8.45 88.95 2.98 0.07 0.62
45.60 16.65 8.84 10.82 95.70 3.11 0.07 0.63
45.77 14.60 7.53 14.42 108.50 3.27 0.07 0.54
45.93 13.54 6.83 17.38 118.65 3.38 0.07 0.49
46.10 12.55 6.18 20.72 128.15 3.48 0.08 0.44
46.26 12.25 5.97 21.64 129.22 3.51 0.07 0.43
46.42 12.16 5.90 21.74 128.17 3.51 0.07 0.42
46.59 14.36 7.24 16.71 120.95 3.36 0.07 0.52
46.75 18.41 9.73 11.31 110.02 3.13 0.07 0.70
46.92 23.48 12.83 7.43 95.34 2.92 0.07 0.62
47.08 27.23 15.19 5.65 85.88 2.78 0.07 0.62
47.24 29.00 16.44 4.79 78.74 2.71 0.06 0.62
47.41 30.22 17.30 4.27 73.89 2.66 0.06 0.62
47.57 32.02 18.55 3.78 70.04 2.60 0.06 0.62
47.74 34.99 20.52 3.43 70.38 2.56 0.06 0.66
47.90 36.82 21.59 3.51 75.84 2.57 0.06 0.67
48.06 37.03 21.40 4.13 88.40 2.64 0.07 0.62
48.23 35.55 20.09 5.11 102.77 2.74 0.07 0.62
48.39 33.76 18.69 6.13 114.53 2.82 0.07 0.62
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 42 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v
48.56 32.72 18.01 6.47 116.42 2.85 0.07 0.62
48.72 32.75 17.97 6.31 113.31 2.84 0.07 0.62
48.88 34.52 19.04 5.70 108.62 2.79 0.07 0.62
49.05 38.76 21.82 4.82 105.14 2.71 0.07 0.62
49.21 43.87 25.21 4.01 101.20 2.63 0.07 0.62
49.38 50.18 29.49 3.23 95.36 2.54 0.07 0.70
49.54 57.58 34.63 2.56 88.50 2.43 0.07 0.71
49.70 71.83 44.83 1.82 81.59 2.27 0.08 0.72
49.87 78.47 49.68 1.61 79.84 2.20 0.10 0.77
50.03 74.13 46.43 1.70 78.83 2.23 0.09 0.74
50.20 61.76 37.40 2.16 80.89 2.36 0.07 0.71
qt:
Kc:
Qtn,cs:
Ic:
Su(liq )/σ'v:
Su(peak)/σ'v:
Total cone resistance
Cone resistance correction factor due to fines
Adjusted and corrected cone resistance due to fines
Soil behavior type index
Calculated liquefied undrained strength ratio
Calculated peak undrained strength ratio
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:43:25 AM 43 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 44 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 45 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 46 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 47 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 48 ATTACHMENT 3
Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation
with SPT or
CPT
Design
earthquake
Ground
geometry
SPT data with
content fines
measurements or CPT data
Moment magnitude
of earthquake (Mw)
and peak surface
acceleration (amax)
Geometric parameters
for each of different
zones in level (or
gently sloping) ground
with (or without) a free
face
Liquefaction potential analysis
to calculate FS, (N1)60cs or
(qc1N)cs
(using the NCEER SPTCPTor-based method (Youd et al.
2001))
Calculation of the lateral
displacement index
(LDI)
(using Figure 1 and Equation [3])
Zones with three major
geometric parameters or
less - free face height (H),
the distance to a free face
(L), or/and slope (S)
Zones with
more than
three major
geometric
parameters
L/H
or/and
S
Estimated lateral displacement, LD
For gently sloping ground without a free face,
LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%)
For level ground with a free face,
(
LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40)
Evaluation of
lateral
displacements
based on
other
approaches
and
engineering
judgment
If
(N1)60cs < 14
or
(qc1N)cs < 70
evaluate
potential
of
flow
liquefaction
1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1
1 Equation [3]
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 49 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman ATTACHMENT 3
Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San Diego, CA
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 50 ATTACHMENT 3
Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS.
To estimate the severity of liquefaction extent at a given site, LPI is calculated based on the following equation:
LPI =
where:
FL = 1 - F.S. when F.S. less than 1
FL = 0 when F.S. greater than 1
z depth of measurment in meters
Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI:
⦁ LPI = 0 : Liquefaction risk is very low
⦁ 0 < LPI <= 5 : Liquefaction risk is low
⦁ 5 < LPI <= 15 : Liquefaction risk is high
⦁ LPI > 15 : Liquefaction risk is very high
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 51 ATTACHMENT 3
Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017):
where Ds is in the units of mm, c1= -8.35 and c2= 0.072 for LBS ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the building contact pressure in units of kPa, HL is the cumulative thickness of the liquefiable layers in the units of m, B is the building width in the units of m, CAVdp is a standardized version of the cumulative absolute velocity in the units of g-s, Sa1 is 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is:
where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL).
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 52 ATTACHMENT 3
References
⦁ Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8.
⦁ Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641 -652 ⦁ Boulanger, R.W. and Idriss, I. M., 20 14. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF
CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁ Robertson, P.K. and Cabal, K.L., 2007 , Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/
⦁ Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151 -8. ⦁ Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August.
⦁ Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes , M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817 -833
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168 -1180
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861 -871 ⦁ Pradel, D., 1998, Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368
⦁ Iwasaki, T., 1986, Soil liquefaction studies in Japan: state -of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70
⦁ Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction -induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94 –104 ⦁ P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355
⦁ P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS -Tokyo, June 2009 ⦁ Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, SAN diego, CA
⦁ R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT -Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132 , No. 8, August 1, 2006
⦁ I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12
⦁ Jonathan D. Bray & Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction -induced building settlement, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 201 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 53 ATTACHMENT 3
T A B L E O F C O N T E N T S
1 8
15 22
29 33
34 37
CPT 1 results
Summary data report
Input field data
Cyclic stress resistance results
Cyclic resistance ratio results
Liquefaction potential index data
Vertical settlements summary report
Vertical settlements data report
Strength loss data report
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:53 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
L IQ UEFA C TIO N A NA L YS IS R E P O R T
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
.
G.W.T. (in-situ):
G.W.T. (earthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Project title : Manteca WWTP Location : Manteca, CA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
CPT file : CPT 1
11.00 ft
9.00 ft
3 2.60
Based on SBT
Use fill:
Fill height:
Fill weight:
Trans. detect. applied:
Kσ applied:
No
N/A
N/A
No
Yes
Clay like behavior
applied:
Limit depth applied:
Limit depth:
MSF method:
Sands only
No
N/A
Method based
Cone resistance
qt (tsf)
200 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot CRR plot
CRR & CSR
0 0.2 0.4 0.6
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
qc1N,cs
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
Friction Ratio
Rf (%)
0 2 4 6 8 10
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio
Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot
Factor of safety
0 0.5 1 1.5 2
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Zone A1 : Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry
Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq 1 ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s
Friction Ratio
Rf (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Friction Ratio Pore pressure
u (psi)
0 50 100 150
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Pore pressure
Insitu
SBT Plot
Ic(SBT)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBT Plot Soil Behaviour Type
SBT (Robertson et al. 1986)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Soil Behaviour Type
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay & silty clay
Clay
Clay & silty clay
Clay
Silty sand & sandy silt
Clay & silty clay
Silty sand & sandy silt
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 2 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
Qtn
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r ma l i z e d ) Norm. friction ratio
Fr (%)
0 2 4 6 8 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. friction ratio Nom. pore pressure ratio
Bq
-0.2 0 0.2 0.4 0.6 0.8 1
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Nom. pore pressure ratio SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot Norm. Soil Behaviour Type
SBTn (Robertson 1990)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. Soil Behaviour Type
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Clay
Clay & silty clay
Clay & silty clay
Silty sand & sandy silt
Clay
Silty sand & sandy silt
Clay
Sand & silty sand
Clay
Clay & silty clay
Sand & silty sand
Sand
Sand & silty sand
Clay
Organic soil
Clay & silty clay Clay
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 3 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty
clay 5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to
clayey sand 9. Very stiff fine grained
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
qc1N
100 200 300
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r me d i a t e r e s u l t s ) SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Apparent fines content
FC (%)
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Apparent fines content "Fines" adjustment
Delta qc1N
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 "Fines" adjustment mCRR
qc1N,cs
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 mCRR
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 4 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 CRR plot
CRR & CSR
0 0.2 0.4 0.6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 CRR plot
During earthq.
L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.
Liquefaction potential
LPI
0 5 10 15 20
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Liquefaction potential Vertical settlements
Settlement (in)
0 1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements Lateral displacements
LDI
0 Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Lateral displacements
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 5 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
F.S. color scheme LPI color scheme
Almost certain it will liquefy
Very likely to liquefy
Liquefaction and no liq. are equally likely
Unlike to liquefy
Almost certain it will not liquefy
Very high risk
High risk
Low risk
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Normalized friction ratio (%)
0.1 1 10
Normalized CPT penetration resistance
1 10
100
1,000
L i q u e f a c t i o n a n a l y s i s s u mma r y p l o t s qc1N,cs
0 20 40 60 80 100 120 140 160 180 200
Cyclic Stress Ratio* (CSR*)
0.8 0.7
0.6 0.5
0.4 0.3
0.2 0.1
0 Liquefaction
No Liquefaction
Thickness of surface layer, H1 (m)
0 1 2 3 4 5 6 7 8 9 10
Thickness of liquefiable sand layer, H2 (m)
12.0 11.0
10.0 9.0
8.0 7.0
6.0 5.0
4.0 3.0
2.0 1.0
0.0 CPT 1 (21.32)
Analysis PGA: 0.43
PGA 0.40g - 0.50g
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 6 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Norm. cone resistance
qc1N
100 200 300
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Norm. cone resistance
C h e c k f o r s t r e n g t h l o s s p l o t s ( Id r i s s & Bo u l a n g e r ( 2 0 0 8 ) ) Residual strength correction
Delta qc1N-Sr
0 1 2 3 4 5 6 7 8 9 10
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Residual strength correction Corrected norm. cone resistance qc1Ncs-Sr
0 50 100 150 200
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Corrected norm. cone resistance SBTn Index
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Index Liquefied Su/Sig'v
Su/Sig'v
0 0.1 0.2 0.3 0.4 0.5
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Peak Su ratio Liq. Su ratio
Liquefied Su/Sig'v
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 7 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude M w:
Peak ground acceleration:
Depth to water table (insitu):
B&I (2014)
B&I (2014)
Based on Ic value
7.13 0.43
11.00 ft
Depth to GWT (erthq.):
Average results interval:
Ic cut-off value:
Unit weight calculation:
Use fill:
Fill height:
9.00 ft
3 2.60
Based on SBT
No
N/A
Fill weight:
Transition detect. applied:
Kσ applied:
Clay like behavior applied:
Limit depth applied:
Limit depth:
N/A
No
Yes
Sands only
No
N/A
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data ::
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
1 1.31 19.66 0.22 0.99 25.89 106.41
2 1.48 16.04 0.23 0.58 29.25 107.07
3 1.64 15.14 0.30 0.42 36.05 108.47
4 1.80 12.95 0.42 0.39 40.18 108.78
5 1.97 11.89 0.31 0.25 42.19 108.04
6 2.13 11.69 0.23 0.19 39.89 105.63
7 2.30 10.87 0.17 1.01 37.49 103.64
8 2.46 10.95 0.14 0.57 35.03 101.79
9 2.63 11.30 0.11 0.38 32.41 100.64
10 2.79 11.95 0.10 0.32 29.67 99.47
11 2.95 12.45 0.09 0.32 27.17 99.04
12 3.12 13.96 0.09 0.32 24.36 98.69
13 3.28 15.74 0.08 0.37 21.66 98.71
14 3.44 17.48 0.08 0.56 5.00 98.71
15 3.61 19.05 0.08 0.51 5.00 99.27
16 3.77 19.33 0.09 0.50 5.00 100.26
17 3.94 20.68 0.11 0.38 18.55 101.23
18 4.10 19.92 0.12 0.35 18.96 102.09
19 4.26 20.32 0.13 0.28 19.94 102.65
20 4.43 19.47 0.14 0.25 20.51 103.15
21 4.59 19.71 0.15 0.27 21.05 103.33
22 4.76 19.48 0.14 0.24 20.79 103.27
23 4.92 19.97 0.14 0.21 20.09 103.29
24 5.08 21.59 0.14 0.20 18.77 103.41
25 5.25 23.49 0.14 0.23 17.48 103.76
26 5.41 25.02 0.15 0.21 16.33 103.92
27 5.58 26.13 0.14 0.07 15.29 104.04
28 5.74 27.94 0.14 0.11 14.05 104.28
29 5.91 31.19 0.15 0.13 5.00 104.74
30 6.07 35.40 0.16 0.20 5.00 104.76
31 6.23 38.85 0.13 0.19 5.00 104.89
32 6.40 41.42 0.14 0.18 5.00 104.97
33 6.56 43.21 0.15 0.17 5.00 105.74
34 6.73 43.70 0.17 0.15 5.00 106.48
35 6.89 42.55 0.19 0.11 5.00 107.24
36 7.05 39.64 0.21 0.05 11.18 108.03
37 7.22 35.73 0.24 -0.03 13.27 108.72
38 7.38 32.75 0.28 -0.07 15.15 109.38
39 7.55 32.77 0.30 -0.08 15.83 109.91
40 7.71 34.96 0.31 -0.06 15.40 110.24
41 7.87 36.53 0.30 -0.10 14.46 110.24
42 8.04 37.71 0.29 -0.14 13.10 109.97
43 8.20 41.52 0.26 -0.20 11.47 109.56
44 8.37 45.15 0.24 -0.65 10.43 109.17
45 8.53 43.86 0.23 -1.23 10.38 108.89
46 8.69 41.20 0.23 -1.37 10.99 108.42
47 8.86 38.12 0.21 -0.94 11.99 108.16
48 9.02 35.46 0.23 -1.09 13.09 107.92
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 8 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
49 9.19 33.19 0.23 -0.96 14.27 108.03
50 9.35 32.09 0.23 -0.72 14.59 107.66
51 9.51 32.64 0.20 -0.64 14.44 107.51
52 9.68 33.97 0.21 -0.73 13.77 107.45
53 9.84 36.39 0.22 -0.80 13.29 107.81
54 10.01 38.00 0.22 -0.99 13.01 107.97
55 10.17 37.31 0.22 -1.08 13.02 107.95
56 10.34 36.86 0.21 -0.95 13.33 107.81
57 10.50 35.95 0.21 -0.87 14.42 107.35
58 10.66 29.10 0.20 0.58 14.40 107.15
59 10.83 36.65 0.20 -0.28 14.37 107.12
60 10.99 36.61 0.21 -0.20 13.30 107.55
61 11.15 38.29 0.22 -0.09 12.66 107.77
62 11.32 42.47 0.21 -1.73 5.00 108.11
63 11.48 48.98 0.21 -2.77 5.00 108.55
64 11.65 52.37 0.23 -1.52 5.00 109.41
65 11.81 54.03 0.27 -0.05 10.01 110.70
66 11.97 53.15 0.34 0.58 10.43 111.20
67 12.14 51.76 0.30 0.99 10.37 110.68
68 12.30 51.37 0.21 1.05 5.00 109.49
69 12.47 52.86 0.22 1.07 5.00 109.15
70 12.63 50.39 0.26 1.16 5.00 109.29
71 12.79 48.04 0.23 1.53 5.00 109.35
72 12.96 48.69 0.23 1.59 5.00 109.34
73 13.12 50.48 0.26 1.30 10.43 109.79
74 13.29 52.46 0.27 0.92 10.20 109.99
75 13.45 52.68 0.24 0.88 5.00 109.74
76 13.62 53.44 0.23 1.53 5.00 109.32
77 13.78 56.94 0.22 1.60 5.00 109.04
78 13.94 59.02 0.21 1.76 5.00 108.64
79 14.11 59.59 0.19 1.90 5.00 108.26
80 14.27 55.09 0.19 1.84 5.00 108.31
81 14.44 57.73 0.21 2.11 5.00 108.73
82 14.60 59.67 0.23 2.35 5.00 109.31
83 14.76 58.46 0.24 2.46 5.00 108.59
84 14.93 38.93 0.17 2.47 13.35 107.45
85 15.09 19.92 0.19 2.69 21.32 105.87
86 15.26 14.94 0.20 4.04 33.14 105.15
87 15.42 11.29 0.21 5.74 38.43 104.98
88 15.58 12.78 0.21 9.81 34.41 105.49
89 15.75 21.02 0.21 9.78 28.04 105.79
90 15.91 22.72 0.19 20.60 25.47 107.03
91 16.08 21.92 0.29 27.98 26.64 108.26
92 16.24 21.72 0.34 29.76 29.61 109.81
93 16.40 20.71 0.39 27.06 31.99 110.95
94 16.57 20.75 0.46 17.34 34.07 112.54
95 16.73 22.94 0.62 22.27 33.17 114.66
96 16.90 30.35 0.79 33.35 30.69 116.62
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 9 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
97 17.06 35.65 0.89 42.45 27.42 118.31
98 17.22 42.48 1.02 78.12 19.39 120.02
99 17.39 84.52 1.07 98.63 12.55 121.42
100 17.55 119.95 1.06 5.99 8.91 122.43
101 17.72 122.76 1.17 -1.71 8.61 122.89
102 17.88 101.92 1.22 -4.48 11.05 123.22
103 18.05 77.68 1.39 -5.61 16.79 124.30
104 18.21 60.49 2.13 -5.28 21.29 125.88
105 18.37 79.73 2.55 1.96 21.04 128.13
106 18.54 112.82 3.18 0.06 16.39 129.73
107 18.70 149.04 3.11 0.97 14.76 130.51
108 18.86 126.57 3.14 0.07 16.78 130.02
109 19.03 67.48 2.93 -2.31 24.68 128.65
110 19.19 35.59 2.64 -2.84 40.62 127.10
111 19.36 25.55 2.98 -3.11 54.42 126.02
112 19.52 26.05 2.78 -1.93 57.94 126.11
113 19.68 30.18 2.93 -0.33 56.03 126.18
114 19.85 29.27 2.93 1.69 54.20 125.89
115 20.01 28.01 2.39 3.77 53.34 124.54
116 20.18 25.02 1.67 4.67 48.49 122.57
117 20.34 28.73 1.29 19.52 42.76 120.72
118 20.50 30.76 1.14 22.11 37.78 119.83
119 20.67 32.17 1.10 27.08 34.20 119.79
120 20.83 38.41 1.15 34.75 31.03 119.98
121 21.00 42.18 1.11 48.90 30.78 120.13
122 21.16 34.22 1.15 32.11 35.37 120.29
123 21.32 24.96 1.37 8.55 45.74 120.17
124 21.49 18.04 1.39 8.24 57.79 120.02
125 21.65 16.19 1.43 9.52 55.13 120.19
126 21.82 28.97 1.38 11.38 42.20 121.46
127 21.98 46.58 1.61 2.03 38.97 122.89
128 22.15 33.17 2.10 -2.69 42.40 123.19
129 22.31 21.88 1.71 -2.38 52.18 122.00
130 22.47 20.72 1.27 0.13 50.81 119.87
131 22.64 26.79 0.92 5.95 45.13 118.84
132 22.80 27.32 1.11 8.43 33.17 119.37
133 22.97 51.96 1.13 12.89 23.58 120.27
134 23.13 74.04 0.93 9.37 17.66 120.27
135 23.29 69.17 0.87 3.21 17.63 119.60
136 23.46 45.94 0.90 -0.52 24.32 119.46
137 23.62 28.98 1.12 -2.61 40.33 120.55
138 23.79 19.36 1.85 -1.73 61.17 122.37
139 23.95 17.66 2.62 -0.30 76.34 124.60
140 24.11 20.46 3.48 0.63 74.45 126.70
141 24.28 28.96 3.95 0.59 62.01 128.16
142 24.44 42.09 3.64 0.43 50.67 127.40
143 24.61 39.40 1.78 -0.34 40.49 124.67
144 24.77 38.66 0.86 -0.68 30.74 120.50
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 10 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
145 24.93 47.15 0.86 -0.92 25.53 119.10
146 25.10 52.30 1.07 -2.12 24.26 119.99
147 25.26 52.33 1.13 -1.32 25.11 120.98
148 25.43 51.04 1.28 -1.97 25.91 121.04
149 25.59 48.86 1.13 -2.54 28.61 121.51
150 25.75 43.10 1.44 -2.94 30.71 120.73
151 25.92 36.62 1.02 -3.54 33.85 120.28
152 26.08 34.80 1.05 -3.76 35.73 119.98
153 26.25 35.61 1.37 -3.77 37.37 121.18
154 26.41 39.09 1.60 -3.89 40.73 122.21
155 26.57 31.67 1.70 -4.12 44.18 122.53
156 26.74 28.91 1.69 -4.46 52.15 121.84
157 26.90 19.77 1.50 -4.27 59.68 120.82
158 27.07 16.74 1.36 -3.27 67.51 119.39
159 27.23 16.08 1.16 -1.52 66.21 118.24
160 27.39 17.93 0.95 -0.10 59.58 116.78
161 27.56 19.21 0.69 1.44 50.99 114.83
162 27.72 20.36 0.45 3.40 42.26 112.06
163 27.89 22.01 0.26 5.13 32.15 110.12
164 28.05 31.91 0.29 7.00 20.34 109.70
165 28.21 56.43 0.27 34.60 13.90 110.68
166 28.38 66.87 0.28 46.91 5.00 110.95
167 28.54 54.16 0.29 34.47 13.28 111.23
168 28.71 43.44 0.33 24.11 19.43 113.01
169 28.87 35.76 0.61 16.63 29.70 116.62
170 29.04 30.68 1.20 14.22 43.26 120.57
171 29.20 26.96 2.07 16.12 55.93 123.50
172 29.36 25.41 2.76 17.28 63.22 125.37
173 29.53 27.84 3.04 18.11 60.18 126.27
174 29.69 36.44 2.78 19.84 53.74 126.21
175 29.86 37.73 2.34 19.87 48.48 125.18
176 30.02 33.74 1.84 22.60 46.16 123.76
177 30.18 33.56 1.60 24.54 46.17 122.22
178 30.35 29.16 1.37 26.18 46.68 121.30
179 30.51 28.01 1.36 27.41 48.60 121.10
180 30.68 28.86 1.56 31.77 48.87 121.56
181 30.84 30.89 1.62 34.29 47.75 122.25
182 31.00 33.70 1.70 44.58 42.39 122.60
183 31.17 43.59 1.55 45.66 34.66 122.66
184 31.33 56.31 1.33 20.85 30.13 121.86
185 31.50 46.70 1.10 27.32 28.63 121.07
186 31.66 44.47 1.14 44.83 27.40 120.69
187 31.82 58.86 1.13 58.47 22.01 122.25
188 31.99 93.50 1.54 90.90 15.52 125.69
189 32.15 160.96 2.55 21.11 11.90 129.02
190 32.32 201.79 3.18 -0.54 9.29 130.54
191 32.48 218.49 2.54 -2.05 8.14 130.93
192 32.64 219.33 2.73 -1.82 7.96 131.12
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 11 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
193 32.81 217.42 3.33 -2.57 9.19 131.92
194 32.97 202.02 3.62 -2.95 11.01 132.67
195 33.14 184.65 3.98 -3.19 10.88 131.54
196 33.30 181.25 1.96 -3.54 9.56 129.73
197 33.47 183.18 1.61 -3.69 6.64 126.58
198 33.63 187.79 1.33 -3.51 5.54 125.37
199 33.79 189.62 1.19 -3.05 5.45 125.29
200 33.96 185.00 1.57 -2.77 6.53 126.32
201 34.12 175.77 1.98 -2.42 7.92 127.22
202 34.28 167.03 1.89 -2.24 8.84 127.20
203 34.45 155.25 1.66 -1.95 8.77 126.28
204 34.61 153.18 1.40 0.28 8.36 125.35
205 34.78 155.13 1.33 -1.01 7.52 124.48
206 34.94 159.33 1.15 -1.47 6.78 123.92
207 35.10 163.58 1.09 -1.85 5.92 123.57
208 35.27 176.66 1.11 4.12 6.15 123.98
209 35.43 162.35 1.34 -0.69 7.73 125.10
210 35.60 139.95 1.74 -0.40 9.05 126.24
211 35.76 167.80 1.85 1.27 7.07 126.55
212 35.92 235.63 1.32 -0.40 4.01 127.02
213 36.09 301.09 1.64 -0.90 1.80 127.59
214 36.25 363.02 1.82 -0.04 1.18 129.04
215 36.42 383.79 2.07 -0.36 1.31 130.28
216 36.58 364.37 2.53 1.65 2.09 131.39
217 36.74 342.55 2.93 1.61 2.38 131.17
218 36.91 339.18 1.95 2.45 2.03 130.09
219 37.07 336.23 1.58 1.61 1.25 128.55
220 37.24 340.45 1.70 2.40 1.34 128.86
221 37.40 347.21 2.16 3.52 1.71 129.93
222 37.57 358.40 2.40 7.28 2.41 130.87
223 37.73 322.56 2.60 13.08 2.76 131.41
224 37.89 346.65 2.71 5.36 2.82 131.42
225 38.06 353.67 2.41 8.71 1.93 130.75
226 38.22 374.50 1.81 9.47 0.43 128.37
227 38.39 390.42 0.72 8.30 0.00 126.56
228 38.55 408.87 1.27 10.76 0.00 126.59
229 38.71 425.29 1.77 10.15 0.00 128.16
230 38.88 429.58 1.57 11.73 0.00 128.66
231 39.04 426.57 1.57 12.87 0.00 128.46
232 39.21 399.99 1.67 14.40 0.00 128.54
233 39.37 377.42 1.69 16.80 0.27 128.66
234 39.53 390.98 1.71 14.44 0.14 128.51
235 39.70 411.33 1.55 17.39 0.00 128.60
236 39.86 421.99 1.70 21.63 0.00 128.77
237 40.03 420.07 1.78 23.68 0.04 128.62
238 40.19 364.72 1.51 19.05 1.06 127.87
239 40.35 230.57 1.48 11.23 3.81 126.28
240 40.52 111.86 1.34 7.80 9.86 124.35
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 12 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
241 40.68 76.79 1.14 4.81 19.66 122.12
242 40.85 47.38 1.05 15.60 27.78 120.06
243 41.01 35.23 0.84 57.86 37.33 118.84
244 41.17 31.35 0.98 33.23 43.15 118.49
245 41.34 30.41 1.06 25.30 46.58 119.90
246 41.50 35.25 1.46 24.35 48.05 120.62
247 41.67 31.69 1.33 51.71 49.31 121.18
248 41.83 30.49 1.37 39.84 51.66 120.38
249 41.99 26.56 1.14 36.44 53.06 119.19
250 42.16 24.34 0.85 34.26 54.30 117.77
251 42.32 23.24 0.87 29.40 54.28 116.21
252 42.49 21.38 0.64 28.09 55.66 115.36
253 42.65 20.03 0.64 25.28 60.00 114.84
254 42.81 16.70 0.79 23.93 66.53 115.42
255 42.98 16.38 0.88 27.06 71.06 116.02
256 43.14 17.55 0.88 27.96 69.61 116.27
257 43.31 18.58 0.84 28.26 67.32 116.15
258 43.47 18.27 0.81 27.02 68.14 115.68
259 43.63 15.78 0.75 23.87 72.09 115.05
260 43.80 13.98 0.71 20.22 76.97 114.24
261 43.96 13.23 0.65 22.09 79.41 113.64
262 44.13 13.22 0.62 23.70 76.31 113.38
263 44.29 15.37 0.62 28.94 70.98 113.46
264 44.45 17.05 0.61 31.20 66.14 113.55
265 44.62 17.30 0.59 31.32 64.08 113.30
266 44.78 16.69 0.54 31.39 63.05 112.72
267 44.95 16.77 0.48 31.50 60.32 112.00
268 45.11 18.31 0.43 33.41 54.50 111.71
269 45.28 22.41 0.44 26.43 53.78 111.90
270 45.44 18.28 0.51 25.77 57.14 112.43
271 45.60 15.93 0.56 29.18 66.23 112.82
272 45.77 14.49 0.60 31.62 78.61 114.27
273 45.93 12.05 0.96 32.32 87.78 115.43
274 46.10 12.66 0.98 33.93 97.23 116.42
275 46.26 11.40 1.05 41.01 100.00 116.50
276 46.42 11.01 1.02 40.81 100.00 116.37
277 46.59 12.49 0.94 28.44 85.78 116.00
278 46.75 17.92 0.74 45.02 68.00 115.52
279 46.92 23.00 0.65 53.94 52.95 114.70
280 47.08 27.09 0.53 69.67 45.07 114.19
281 47.24 28.63 0.53 82.45 40.88 113.42
282 47.41 27.84 0.44 86.14 38.19 112.85
283 47.57 30.73 0.40 72.40 35.49 112.56
284 47.74 33.68 0.45 105.29 33.49 113.34
285 47.90 36.10 0.55 131.68 33.98 114.75
286 48.06 35.25 0.67 139.76 37.44 116.79
287 48.23 33.90 0.98 133.42 42.49 118.44
288 48.39 31.76 1.14 126.26 47.25 119.52
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 13 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Field input data :: (continued)
Point ID qc
(tsf)
Depth
(ft)
Unit weight
(pcf)
Fines content
(%)
fs
(tsf)
u
(tsf)
289 48.56 30.15 1.16 121.12 48.77 119.54
290 48.72 30.85 1.03 127.89 48.06 119.20
291 48.88 31.81 0.99 128.32 45.30 119.00
292 49.05 35.24 1.02 136.68 41.01 119.36
293 49.21 43.29 1.06 147.76 36.82 119.77
294 49.38 46.61 1.04 165.00 32.30 120.04
295 49.54 53.66 1.00 171.75 27.78 120.13
296 49.70 64.80 0.96 195.26 21.45 120.33
297 49.87 91.08 0.90 46.36 18.90 120.15
298 50.03 75.84 0.85 13.75 20.06 119.88
299 50.20 54.40 0.91 14.88 24.70 119.46
Abbreviations
Depth:
qc:
fs:
u: