Category: Construction

  • Construction Question

    Do all the questions. be neat and organized

  • discussion

    Construction claims most often stem from a handful of recurring causes: delays, scope changes, differing site conditions, and contract ambiguities. Each of these can derail a project’s budget and schedule — and damage working relationships in the process. Which of these do you think is the hardest for a project manager to prevent, and why? What proactive steps — in documentation, communication, or contract management — could reduce the likelihood of a claim arising from that cause?

  • Construction Question

    Research Paper Submission

    Submit your research paper here.

    Please consult your course SLOs on the syllabus to guide you in selecting your research paper topic. The title and content must be related to topics cover in this Performance Appraisal course.

    Students are to first submit their research proposal by April 10, 2026, for approval to ensure that their topics are relevant to the course. This is to avoid rejecting completed papers at the end of the semester because they didn’t address topic(s) relevant to the course. Secondly, the paper must be an original document written by the student. Plagiarized or papers copied from other sources will be rejected for academic dishonesty and recorded as “0” grade. Final paper is due on April 20, 2026, at 11:30 PM.

    Let me know if you require my assistance.

    1. Research/Case Study
      1. Name the organization of interest
      2. What good(s) or service(s) does it provide?
      3. Review of pertinent literature on Performance Appraisal or Performance Management related practice(s) in your organization of interest.
      4. How does this organization conduct and use the result of Performance Appraisal? Discuss!
      5. Lesson(s) learned from the case study.
  • Lab 6C- Compaction Problems

    Lab 6C- Compaction Problems

    Complete and turn in your work on paper.

    Problems 5.1-5.6, Chapter 5 Compaction (pages 82-83 of the textbook)

    ++++++++++++++++++++++++++++++++++++++++++++++++++

    5.1 At a borrow site, sandy soil was excavated. The soil had t
    = 19.3 kN/m3,
    w = 12.3%, and Gs = 2.66. The soil was dried, the maximum and minimum void ratio tests were performed, and emax = 0.564 and emin = 0.497
    were obtained. Determine the relative density of the soil at the
    borrow site.
    5.2 The soil in Problem 5.1 is used to fill an earthwork, and 75% of relative density is required in the field compaction with 10% water content.
    Determine the required total unit weight of the soil t
    for this earthwork.

    5.3 For a given soil with Gs = 2.65, plot the d versus w relations for S = 40%, 60%, 80%, and 100% for a range of w = 0% to 20%.

    5.4 The standard Proctor test was performed for a soil with Gs = 2.66, and
    the results are as follows:
    Water
    Content, %
    Moist Weight
    in Mold, gf
    5.6 1420
    7.9 1683
    10.8 1932
    13.3 1964
    14.8 1830
    16.2 1630
    (a) Plot the d versus w relation.
    (b) Determine d,max and wopt.
    (c) Calculate S and e at the maximum dry unit weight point.
    Compaction 83
    (d) What is t
    at wopt?
    (e) What is the range of water content if the relative compaction (R.C.)
    is required to be 90% of the standard Proctor d,max?

    5.5 The modified Proctor test (ASTM D 698, method C) was performed for
    a soil with Gs = 2.70, and the results are as follows:
    Water Content, %Moist Weight in Mold, gf
    6.5 3250
    9.3 3826
    12.6 4293
    14.9 4362
    17.2 4035
    18.6 3685
    (a) Plot the d versus w relation.
    (b) Determine d,max and wopt.
    (c) Calculate S and e at the maximum dry unit weight point.
    (d) What is t
    at wopt?
    (e) What is the range of water content if the relative compaction (R.C.)
    is required to be 95% of the modified Proctor d,max?

    5.6 The following table shows a standard Proctor test result. Soil type was
    SW according to USCS. The soil is used for filling a small trench that
    was excavated in a parking lot. Determine the required d and the range
    of water content for this job. Use Table 5.4 as a guideline.
    Water Content, %Dry Unit Weight
    d, kN/m3
    3.5 14.3
    6.2 16.8
    9.2 18.6
    12.5 18.7
    15.3 17.6
    18.6 14.6


  • Homework number 5

    Do all the questions. Be neat and organized

  • Construction Question

    Please read the brief file and the attached class material. Do not write anything not related to the task. AI and any paraphrasing tools must NOT be used. The essay must be supported by academic literature, industry reports, and real-world examples.

  • Project #2 Presentation (Comprehensive Safety Plans)

    Option for the project is Project A: Urban Mid-Rise Mixed-Use Building

    Please follow the slides and the presentation requirments to submit the following:

  • Presentation slides
  • System diagram (included in slides)
  • Probability/Impact (PI) risk matrix (included in slides)
  • At least 1 JHA report (separate excel file)
  • Communication and training materials (at least 3 tools, separately)
  • CPCCOM1014 Conduct workplace communication

    not long explanations. Just single sentence is fine

    Name; Evans Kiprop

    Asssesor ; Faisal Javed

    Am located in Perth Australia, chose site in those locations

  • Construction Question

    Title of your report : “Soil Compaction, Standard Proctor Test Report”

    What: Soil Compaction project

    Where: Lab, (room 138)

    When: Today @ 10am

    Use data from your hands-on lab experiment today to create a chart similar to FIGURE 5.3 (compaction curve), and then complete your individual report titled: “Soil Compaction, Standard Proctor Test Report”

    Your report should include the following:

    1. List of the equipments used.

    2. The step-by-step procedure.

    3. Photos taken during the test

    4. Data including the soil sample, soil weight, etc..

    5. Formulas used to complete the test.

    5. References..

    6. Results..

    7. Lessons learned and

    8. Conclusions

    *******************************************************

    Review the following video or similar videos for lab preparation of test soil.

    1. Standard Proctor Test

    2. Standard Proctor Compaction Test: 2. Soil Preparation Step-by-Step Testing Procedure

  • Construction Question

    Title of your report: “Compaction, Standard Proctor Test Report”

    What: Soil Compaction Project

    Where: Lab, (room 138)

    When: Today @ 10am

    Use data from your hands-on lab experiment today to create a chart similar to FIGURE 5.3 (compaction curve), and then complete your individual report titled: “Compaction, Standard Proctor Test Report”

    Your report should include the following:

    1. List of the equipments used.

    2. The step-by-step procedure.

    3. Photos taken during the test

    4. Data including the soil sample, soil weight, etc..

    5. Formulas used to complete the test.

    5. References..

    6. Results..

    7. Lessons learned and

    8. Conclusions

    *******************************************************

    Review the following video or similar videos for lab preparation of test soil.

    1. Standard Proctor Test

    2. Standard Proctor Compaction Test: 2. Soil Preparation Step-by-Step Testing Procedure