Date: September 5, 2023
To: ASCE Student Chapters and Concrete Canoe Teams
Subject: Request for Proposal 2023-2024 Concrete Canoe
Dear ASCE Student Chapters and Concrete Canoe Teams:
The Concrete Canoe Competition Committee (C4) is excited to release the Request for Proposals (RFP) for the
2023-2024 competition and welcome all ASCE chapters to submit a proposal for selection as the best Concrete Canoe
at the ASCE Civil Engineering Student Championships.
Each year, the committee gathers to determine ways to improve and refresh rules for the upcoming competition
season. Changes are based on qualities, ideas, or lessons we want the competition to envelop. We call these pillars.
This year, the committee chose three pillars -- clarity, simplicity, and fun -- and made the following modifications:
General
Introduced contextual comments throughout the rules.
Contextual Comment: If you have ever read the rules and wondered, “What on earth are they thinking, or “Why
would that possibly apply, or “Who in the real world does any of this, we hope these comments provide answers. We
want to communicate why we do what we do so that you and your teams can produce the best of what you do.
Proposal
Removed the executive summary and introduced the infographic in its place
Modified the format to include elements of marketing, research, and development, and technical report
Requested production costs to focus teams on what is most valuable by maximizing how your time is spent
(Think: time is money. Can some of the thousands of hours hand sanding be used in a more valuable way?)
Reduced the total page count from 23 to 18 to aid students in explaining simply and effectively.
Mixture Design
Removed the appendix for mix design tables and introduced an excel file deliverable in its place
Removed mix gradation requirements
Increased hydraulic cement to 50% and included hydrated lime in the hydraulic cement calculations.
Prototype
Removed all dimensional requirements for the prototype’s length, width, and depth.
The above does not capture all of the modifications, and all teams should read this years RFP in its entirety. We hope
these rules lead to a safe, educational, and fun experience participating in the competition!
Lastly, to everyone participating, good luck! We look forward to the creative, innovative ideas your teams develop and
implement and wish you all the best as you begin this competition season. See you in Provo, UT!
Sincerely,
COMMITTEE ON CONCRETE CANOE COMPETITIONS
Jason Marshall, Ph.D. A.M.ASCE Jessica Hilscher, PE, M.ASCE
Co-Chair, Committee on Concrete Canoe Competitions Co-Chair, Committee on Concrete Canoe Competitions
2024 ASCE Concrete Canoe Competition Request for Proposals
TABLE OF CONTENTS
INTRODUCTION 1
ASCE CORPORATE PROFILE 2
R. JOHN CRAIG MEMORIAL AWARD 3
1.0 Request For Proposal 4
2.0 Webinars 6
3.0 Eligibility 7
4.0 Submission Requirements and Deadlines 8
5.0 Project Proposal, Mix Design Sheets, and Materials Notebook 10
6.0 Canoe Hull Design Prototype 21
7.0 Prototype Display Requirements 25
8.0 Technical Presentation 27
9.0 Canoe Prototype Performance Demonstration 28
10.0 Evaluation 30
Exhibit 1: Summary of Important Dates/Deadlines 33
Exhibit 2: How to Navigate Folders and Upload Submissions 34
Exhibit 3: Student Chapter and Participant Eligibility 38
Exhibit 4: Pre-Qualification Form 41
Exhibit 5: Technical Specification for Concrete and Reinforcement 44
Exhibit 6: General Guidelines for Concrete Mix Design 47
Exhibit 7: MTDS Summary Table Example 53
Exhibit 8: Detailed Cost Assessment 54
Exhibit 9: Race Regulations and Safety 56
Exhibit 10: Durability & Repairs 61
Exhibit 11: Evaluation Forms 66
2024 ASCE Concrete Canoe Competition Request for Proposals
INTRODUCTION
Since the early 1970s, ASCE student chapters have been constructing and racing concrete canoes. During that time,
canoe designs and mixes have varied, but the long-established tradition of teamwork, camaraderie, and spirited
competition has been constant. Teams, their associates, judges, and all other participants are expected to maintain
and build upon this tradition.
The objectives of the Concrete Canoe Competition are as follows:
Providing civil engineering students an opportunity to gain hands-on, practical experience and
leadership skills by working with concrete mix designs and project management.
Building awareness of the versatility and durability of concrete as a construction material among civil
engineering students, educators, practitioners, and the general public.
Creating awareness of concrete technology and application among civil engineering students,
educators, practitioners, and the general concrete industry.
Generating and increasing awareness of ASCE’s and national sponsors’ commitment to civil
engineering education among civil engineering students, educators, practitioners, and the general
public.
Increasing awareness of civil engineering as a dynamic and innovative profession essential to society
among industry leaders, opinion makers, and the general public.
Increasing awareness of the value and benefits of ASCE membership among civil engineering
students, professionals, and faculty to foster lifelong membership and participation in the Society.
While the intent of the competition is to learn and build technical and social experience, students are a short step
from being practicing engineers involved in projects critical to societys welfare.
Ethics, professionalism, civility, and respect are the cornerstone of every successful competition, and ASCE expects
professional conduct from all participants. ASCE enforces high standards to preserve the quality of this competition
and improve the quality of future competitions.
The Concrete Canoe Competition rules are © 2024 ASCE. Permission is granted to copy, distribute, or otherwise use
the rules for any noncommercial purpose as long as proper credit is given to ASCE as the source of these rules.
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2024 ASCE Concrete Canoe Competition Request for Proposals
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
The American Society of Civil Engineers (ASCE) is the oldest national engineering society in the United States.
Founded in 1852 with 12 members, the Society was created to disseminate information among engineers building a
young nation's roads, canals, bridges, and railroads.
Today, ASCE is a global organization with more than 150,000 members, including international members residing in
177 countries outside the United States. Individual professional engineers rather than companies or organizations
hold membership. The members are organized geographically into ten regions, 94 sections, 160 branches, 122
Younger Member Groups, and 422 student chapters. Student Chapters sponsor meetings, educational outreach,
symposia, student competitions, social events, and other activities to help future engineers better prepare for their
careers. Numerous scholarships and awards are made available for deserving students of civil engineering, and a
variety of Society-wide finals competition opportunities are held so students have a platform to compete with other
students from around the world.
A Board of Direction governs the Society. The Board, which includes ASCE officers and representatives elected by the
membership, establishes all policies for the organization. A staff of 250 implements the policies; most staff work at
ASCE International Headquarters in Reston, Virginia.
For more information, visit http://www.asce.org.
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2024 ASCE Concrete Canoe Competition Request for Proposals
R. JOHN CRAIG MEMORIAL AWARD
The concept of a society-wide competition has existed for many years. In the mid-1980s, Dr. R. John Craig, a professor
at the New Jersey Institute of Technology and member of the ASCE Committee on Student Services (CSS), and other
members of CSS began to formulate plans for more uniform regional competitions. They formalized a plan to study
the feasibility of a national competition with finalists from each region.
In the spring of 1985, Dr. Craig first brought his grand vision of the National Concrete Canoe Competition to ASCE.
He was instrumental in bringing delegates from all over the country to meet one auspicious day in New York City at
the ASCE National Headquarters executive conference. During this meeting, the feasibility of conducting a national
competition was discussed, preliminary rules were prepared, and a formal recommendation to proceed was drafted.
In the fall of 1985, the preliminary rules were presented to the Committee on Student Services (CSS). During the next
year, discussions regarding sponsorship were conducted with Master Builders, Inc. and ASCE Headquarters. After
almost two years of committee debate, while meeting at the fall 1987 ASCE National Convention, the Educational
Activities Committee (EdAC) adopted the preliminary rules. It established a standing task committee to implement the
rules and requirements.
In the winter of 1987, just as the first National Competition was in sight, Dr. Craig was diagnosed with a rare
inoperable brain tumor. He passed away just two months before his dream came to fruition. In June of 1988, the first
National Concrete Canoe Competition was held in East Lansing, Michigan, hosted by Michigan State University.
In the spring of 1989, CSS approved the formation of a permanent subcommittee to ensure the continuation of the
National Concrete Canoe Competition. Through the efforts and dedication of individuals like Dr. R. John Craig, the
National Concrete Canoe Competition has become a perennial favorite event for tens of thousands of students.
In that spirit, ASCE has dedicated the Coed Sprint Race as a memorial to the teamwork and dedication of Dr. R. John
Craig. It is our distinct honor to present the R. John Craig Memorial Award to the school that best exemplifies the
spirit and cooperative ideals of the Competition by placing first in the Coed Sprint Race each year.
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2024 ASCE Concrete Canoe Competition Request for Proposals
1.0 REQUEST FOR PROPOSAL
1.1 Problem Statement
The Committee on Concrete Canoe Competitions (C4), a subcommittee of the American Society of Civil
Engineers (ASCE), is considering manufacturing 100 concrete canoes to support regional lake and river
transportation across the US. As such, C4 is soliciting pre-qualified ASCE student chapters, hereinafter
referred to as Teams, to respond to this Request for Proposals (RFP) with their complete submission,
which will require each team to:
Construct a prototype canoe and product display that educates the committee, judges, and the public
user about the canoe’s design, materials chosen, fabrication process, and durability to withstand use
in America’s waterways.
Deliver a technical presentation to address questions about their team, design, process, and materials
chosen.
Prepare a project proposal detailing the technical aspect of their submission and the value it brings
the client, C4, and ultimately the consumer.
Participate in a series of race demonstrations consisting of 200- and 400-meter sprints with
180-degree hairpin turns and a 200-meter slalom course to prove performance.
For the purposes of each teams’ submission, C4 values the canoe's innovative design and fabrication
approaches, high-quality aesthetics, and paddling performance (maneuverability and speed) more than
the proposed production costs. However, teams should make efforts to reduce costs where feasible and
appropriate. The teams should also strive to present realistic estimates of proposed production costs to
ensure C4 can request appropriate financial resources to produce the canoes.
Teams are expected to conduct research, perform design analysis, and procure & test construction and
canoe materials.
To ensure objectivity, C4 has hired judges to evaluate which team’s design and construction process
should be awarded the production contract.
Teams will be expected to attend a regional student symposium to complete an initial evaluation. ASCE
will invite the most qualified regional team to the ASCE Civil Engineering Student Championships held at
Brigham Young University in June 2024, where a second panel of judges will evaluate and award the
winning team.
C4 encourages engaging with local ASCE professional chapters to promote impactful contributions to
developing project deliverables. ASCE and the C4 are committed to assisting teams in facilitating these
engagements and developing the necessary contacts.
Contextual Comment: Including proposed costs for 100 canoes is not meant to drive teams toward the
lowest-cost solution. Innovation and creativity within the design space are valued significantly more than
achieving the lowest cost, which is subject to several variables outside each team's control and likely
different for each team as well. C4 highly values realistic cost estimates as part of their proposals
regardless of the total. Local ASCE professional chapters are a great source of information on how cost
realism is included in proposals in the industry.
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2024 ASCE Concrete Canoe Competition Request for Proposals
1.2 Request for Qualifications (RFQ) Pre-Qualification Form & Letter of Intent
Interested teams shall complete the Pre-Qualification Form (see Exhibit 4), including signatures from at
least one (1) team captain and the ASCE Student Chapter Faculty Advisor. A brief Letter of Intent shall be
the cover letter for the Pre-Qualification form. See Section 4.2.1 for submittal requirements.
Contextual Comment: In many instances, for real-world projects, before working on and submitting a
proposal, the project owner will solicit interested companies to respond to a Request for Qualifications
(RFQ). This helps the Owner determine which companies are interested in the project, their
experience/qualifications, and whether they meet the other requirements outlined.
1.3 Request for Proposal (RFP) Documents
The following documents, as part of this RFP will be provided to teams:
Request for Proposal – Release September 5, 2023
Mix Design Template (MS Excel) - Release September 5, 2023
Fee Schedule Template (MS Excel) - Release September 5, 2023
Request for Information Summary – Release Early February 2024
If there are any major clarifications needed, RFP addendums may be released. Release announcements
would take place on the C4 Facebook page at https://www.facebook.com/ASCENCCC, as well as the ASCE
Concrete Canoe website at https://www.asce.org/communities/student-members/conferences/rules
1.4 Request for Information (RFI)
Requests for Information (RFI) are to be directed via e-mail to concre[email protected]g.Official
responses will be posted to the C4 Facebook page . RFI responses from previous years do not carry over.
The cut-off date for submitting an RFI is Monday, January 29, 2024.
End of Section
Page |5
2024 ASCE Concrete Canoe Competition Request for Proposals
2.0 WEBINARS
The C4 will host live webinars during the academic year to engage and communicate with the teams and prepare
them for success. Participation in these webinars is not mandatory but highly encouraged. Registration information
will be posted on the ASCE Concrete Canoe Competition Facebook Page. The table below summarizes the planned
events. Interested teams should check the C4 Facebook page (https://www.facebook.com/ASCENCCC) for upcoming
details.
Live Webinar Planned Date
Competition Kick-off September 25, 2023
Concrete Mix Design Calculations October 12, 2023
Structural Calculations November 14, 2023
Infographic Development and Design mid-December
Materials Notebook mid-January
2.1 Previously Recorded Webinars
The C4 has hosted additional webinars in previous years and the content is still valid. The list of
previously hosted webinars is below, with associated links for viewing.
Previously Recorded Webinar Link
Proposal Format How-To
Concrete Canoe Proposal Writing Webinar
(https://players.brightcove.net/75114961001/SFtvSt
cMPG_default/index.html?videoId=6315676301112)
HowtoGiveaPresentation
Presentations 101 The Art of Persuasion
(https://players.brightcove.net/75114961001/SFtvSt
cMPG_default/index.html?videoId=6321489682112)
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
3.0 ELIGIBILITY
It is expected that teams will foster an inclusive culture and treat everyone with dignity and respect.
3.1 Registered Participants
A team may register up to a maximum of ten (10) participants. The requirements set herein strive for
gender diversity by making the team composed of no more than five (5) participants that identify with
pronouns she/her/hers and no more than five (5) participants that identify with pronouns he/him/his.
Participants that identify as they/them/their or do not distinctly identify with she/her/hers or he/him/his
are eligible to compete in all aspects of the competition but need to choose to participate either in the
men's or women's races and must maintain that choice throughout the Symposium or Society-wide
Competition.
No other team, judge, host, etc., shall dispute or appeal a participant’s gender identity or their selection
to compete in either men’s or women’s races.
Only registered participants are eligible to present on behalf of their team at the Technical Presentation,
participate in races and/or any other activities. Substitutions are allowed up to the time of on-site
registration. No substitutions shall be permitted afterward, except in the case of extenuating
circumstances. Each team shall designate two (2) registered participants as team captains.
Registered participants shall meet the requirements outlined in Exhibit 3
Contextual Comment: Substitutions after on-site registration are possible for extenuating circumstances
outside of a team’s control for example, illness, injury, etc. at the judges' discretion. Note: C4 strongly
encourages students not to paddle if they have an injury and strongly encourages judges to find fair
solutions for all participating teams in these scenarios.
3.2 Levels of Competition and Student Chapter Eligibility
There are two levels of competition: ASCE Student Symposia and the Society-wide Final Competition. The
Society-wide Final Competition will be conducted at the 2024 ASCE Civil Engineering Student
Championships in conjunction with other Society-wide competition finals in June 2024 at Brigham Young
University.
Teams may be invited to the Society-wide Final Competition by placing as the top qualified team at one of
the twenty-one (21) ASCE Student Symposia Concrete Canoe Competitions, or as the host school of the
Society-wide Final Competition.
All qualifying teams must represent an ASCE Student Chapter and shall meet the requirements outlined in
Exhibit 3 – Student Chapter and Participant Eligibility. Teams should feel free to email the C4 with any
additional questions or clarifications on eligibility.
At the end of each student symposium, ASCE will verify competition scores and the eligibility of each
participating student chapter. Teams will not be invited to the Society-wide Final Competition until
eligibility is confirmed.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
4.0 SUBMISSION REQUIREMENTS AND DEADLINES
4.1 Conference/Team Folders
ASCE uses a submission platform called Cerberus Web Client. All digital competition deliverables must be
submitted on this platform. Submissions outside of this platform will be considered non-responsive and
will not be considered.
The main folder (link provided below) contains a sub-folder for each Student Symposium, and within each
Symposium Folder is a folder for each school. Please note that these folders will only allow files to be
uploaded and viewed, no file deletions will be permitted.). Refer to Exhibit 2 How to Navigate Folders
and Upload Submissions for directions.
https://upload.asce.org/public/folder/7ppbx1_RXkarZVFZcl9TYw/2024%20Concrete%20Canoe%20Submi
ssions
4.2 Required Submissions and Schedule
Teams shall meet all submission deadlines listed below. Submissions not received by the deadlines or
partial/incomplete submissions will be considered non-responsive and subject to deduction. Symposia
host schools shall not change or amend any of the submission requirements. If a host school does, teams
are directed to only follow the requirements listed below. Refer to Exhibit 1 Summary of Important
Dates/Deadlines.
4.2.1 Letter of Intent & Pre-Qualification Forms
Teams shall submit a Letter of Intent along with their Pre-Qualification Forms which
acknowledges receipt of the Request for Proposal solicitation and shall provide a synopsis of their
understanding of the project. The letter must be signed by at least one (1) team captain in
addition to the ASCE Student Chapter Faculty Advisor. The phone number and email address for
both the team captain and faculty advisor shall be provided.
The Pre-Qualification Forms (see Exhibit 4) are required to be completed and signed off by each
team including initialing off on each line item and providing signatures from one team captain
and the ASCE Student Chapter Faculty Advisor.
Adobe PDF versions of the Letter of Intent and Pre-Qualification Forms are to be uploaded to the
team’s respective folder no later than 5:00 pm EDT [Eastern] Friday, November 3, 2023. Late
submissions and documents missing any of the required signatures, initials, and email
addresses will be considered non-responsive and subject to deduction.
4.2.2 Preliminary Project Delivery Schedule
All teams are to upload their schedule to their respective folder, no later than 5:00 pm EDT
[Eastern] Friday, November 3, 2023. This Preliminary Project Delivery Schedule shall cover the
period from the issuance of this RFP up to the Society-wide Competition at Brigham Young
University, and shall include items such as, but not limited to, design and construction-related
activities, important milestones, and submission deadlines.
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2024 ASCE Concrete Canoe Competition Request for Proposals
4.2.3 Project Proposal, Mix Design Sheets, and Materials Notebook
Digital Format (PDF Version)
For the Student Symposia Competitions, digital versions of the Project Proposal, Mix
Design Sheets,andMaterials Notebook documents are to be uploaded to their respective
folder no later than 5:00 pm EST [Eastern] Friday, February 16, 2024.
For the Society-wide Final Competition, digital versions of the Project Proposal, Mix
Design Sheets,andMaterials Notebook documents are to be uploaded to their respective
folder according to the instructions in their Letter of Invitation nolaterthan5:00pmEDT
[Eastern], Wednesday, May 15, 2024.
File names shall be in the form of “School Name Canoe Name Document Year
(examples: South Central Louisiana State University Mud Dawg Project Proposal
2024)
Hard Copies
For the regional ASCE Student Symposiums, no hard copies are required for submission.
For the Society-wide finals competition, six (6) bound hard copies of the Project Proposal
shall be received no later than Wednesday, May 15, 2024 and be mailed to the following
address:
ASCE Student Programs
1801 Alexander Bell Drive
Reston, VA 20191
Attn: Concrete Canoe
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
5.0 PROJECT PROPOSAL, MIX DESIGN SHEETS, and MATERIALS NOTEBOOK
One of the greatest challenges in the engineering profession today is the art of stating a complex idea, solution,
or decision simply. From city council meetings to public hearings, engineers are increasingly asked to address
the society they work for in terms they can understand.
The setup of this RFP aims to aid each team in learning the importance of simple visuals and concise writing to
help others understand complex technical material. The sections below are separated so that each portion of
the report serves a different subset of people engineers can expect to interact with.
Each team shall provide their Project Proposal, Mix Design Sheets, and Materials Notebook, which details their
approach to meeting the requirements of the Request for Proposal solicitation as it pertains to the various
areas related to the design and construction of the concrete canoe. The response to this RFP has an Infographic,
Research and Development section, Proposal Section, and supporting data in appendices.
Full URL for “Reference Materials” shown in this section:
https://upload.asce.org/public/folder/xyLDxYR2R0GTJpmNZc6vRA/AAA%20Reference%20Documents%20and%
20Webinars
5.1 General Requirements
All body pages - 8 ½ in. by 11 in. pages (unless otherwise stated below)
All pages – ½ in. margins on all sides (MTDS are not subject to this requirement)
Body text shall be Times New Roman, Arial, or Calibri font, 12 pt. normal width character spacing,
and single spaced
Section headings and subheadings may be of any legible font type or size
Headers and footers are permitted within the margins and may utilize any legible font type or size
that is the same relative size to the body text or larger
Section and Appendix dividers are permitted but are not required
All dimensions throughout the Proposal are to be reported in English units
5.2 Pictures, Figures, Graphics, and Infographics
Pictures, renderings, illustrations, graphs, figures, etc. are permitted and encouraged.
No use of copyrighted or trademarked materials is permitted without written approval from the
copyright or trademark owner.
Items from publications must be properly referenced.
Items developed and owned by the 2023-2024 team do not need to be referenced. Items developed
and owned by a previous year's team, for example, photographs depicting a construction method,
can be used as long as they represent what is being proposed for this submission and are properly
cited in the proposal as previous teams’ work.
5.3 Plagiarism
Plagiarism of any kind, intentional or unintentional, will not be tolerated and is grounds for
disqualification. Submitted proposals may be screened for plagiarism at the discretion of the judging
panel and/or the C4. Please note the following:
Text Recycling, while permissible in some deliverables in industry, will be considered plagiarism for
this competition.
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2024 ASCE Concrete Canoe Competition Request for Proposals
All language included in the proposal, presentation, display, and any other incidental deliverable shall
reflect work completed within the current academic year, unless otherwise referenced and properly
cited as work completed in a prior year. This includes but is not limited to text, pictures, renderings,
illustrations, graphs, figures, etc. Failure to properly cite work completed in a prior year will be
considered plagiarism for this competition
The use of generative artificial intelligence (AI) and natural language processing models (NLP) such as
OpenAI’s ChatGPT are neither encouraged nor discouraged by C4. However, if such models are used,
all instances shall be cited as work completed by the respective generative AI/NLP. Failure to cite all
instances of generative AI/NLP use will be considered plagiarism for this competition.
Contextual Comment: Framing the rules and regulations of this competition as a Request for Proposals is
intended to provide teams with familiarity and experience with how the competitive bid process works in
industry and for teams to articulate in plain language how the deliverables were created within the
current academic year. It should be noted that while the framework is that of a competitive bid process,
this is still an academic competition. As such, teams are expected to adhere to the principles of academic
integrity.
By participating in the 2024 ASCE Concrete Canoe Competition, teams agree to adhere to the ethical
publishing standards in ASCE Journals. As ASCE is a Committee on Publication Ethics (COPE) member, all
project proposals submitted to the C4 must follow the guidelines recommended by COPE and the
requirements outlined above. ASCE reserves the right to publish any project proposal submitted during the
competition exclusively and will not review or publish any proposal that violates the ASCE or COPE ethical
guidelines.
5.4 Project Proposal
The sections outlined below are expected to be in the order presented and contain all requested
information at a minimum.
5.4.1 Front Matter (3 pages)
5.4.1.1 Front Cover (1 page)
The front cover of hard copies shall be single-sided. The back side of the front cover shall
be left blank. Digital copies do not need to include a blank page.
5.4.1.2 Cover Letter (1 page)
The Cover Letter is an official response to the C4 Request for Proposal solicitation. The
following statements shall be included on the Cover Letter, and by signing the Cover
Letter, the team agrees that
The proposed hull design, concrete mixture design, reinforcement scheme, and
construction of the prototype canoe have been performed in full compliance with the
specifications outlined in the Request for Proposal.
Material Technical Data Sheets (MTDS) and Safety Data Sheets (SDS) have been
reviewed by the team for completeness and compliance.
The team acknowledges receipt of the Request for Information (RFI) Summary and
that their submissions comply with the responses provided.
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2024 ASCE Concrete Canoe Competition Request for Proposals
The anticipated registered participants are qualified student members and Society
Student Members of ASCE and meet all eligibility requirements (including names and
ASCE Society Member ID Numbers).
All text generation AI/NLP algorithm uses are properly cited within the respective
document.
The letter shall be signed by at least one (1) team captain and the ASCE Student Chapter
Faculty Advisor, certifying that the information presented in the Project Proposal, Mix
Design Sheets, and Materials Notebook is valid. The team captain and faculty advisor's
phone number and e-mail address shall be provided.
5.4.1.3 Table of Contents (1 page)
List the various sections and appendices of the Project Proposal, including appropriate
page numbers. A list of tables and figures may be provided but is not required.
5.4.2 Infographic (1 page, 11 in. x 17 in.)
5.4.2.1 Intent and Purpose
To aid in each team’s infographic, the committee offers the following definition:
Infographics are graphic visual representations of information, data, or knowledge
intended to present information quickly and clearly.
Rather than block text, this one-page maximum is expected to rely heavily on
illustrations, lists, icons, and other graphical content.
Contextual Comment: This infographic replaces previous years’ Executive Summary
section, which the committee found repetitive from year to year while providing minimal
additional value. Introducing the Infographic aims to allow students to express and show
more creativity in the project while minimizing the block text judges need to evaluate.
5.4.2.2 Infographic Required Content
C4 requests an infographic that will serve as a marketing flier for this project and will be
included on the project display (Section 7.3.4). The committee will use this infographic to
inform the public and potential manufacturers of the project scope, prototype
dimensions and specifications, and the team’s unique theme. The Infographic shall
highlight why the team is best suited to be awarded the opportunity to provide the
standardized design for manufacturing/building canoes for the consumer.
Along with additional information the team deems appropriate, the infographic must
include the following:
A profile of the school’s student chapter, brief history highlighting its activities,
awards, and other information the team deems relevant.
Innovative features or methods the team uses that provide external value
Team’s unique approach to the problem statement includes
Expected cost of production
Ways the team addressed the client's ultimate needs
Prototype Specifications
Length; Width; Depth; Thickness; Weight
Composite flexural strength (indicate the age of testing)
All reinforcement utilized - primary and secondary (type and name)
Any flotation utilized (type/name and density, if applicable)
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2024 ASCE Concrete Canoe Competition Request for Proposals
Concrete Mixture Specifications
Density - wet (plastic) and oven-dried unit weights (for each mix)
Concrete slump/spread and air content (for each mix)
Compressive and tensile strength - indicate age of testing (for each mix)
All properties shall be reported in English units to the accuracies outlined in the industry
standards (e.g., ASTM C39, C138, C109, and C496, as examples) and as outlined in the
table below. These shall be used as the official properties used for any compliance
checks.
PROPERTY
REPORTED ACCURACY
(to the nearest..)
Strength
10 psi
Density (hardened concrete)
1lb/ft
3
Density (fresh concrete)
0.1 lb/ft
3
Slump, Spread
¼ inch
Weight
1lb
Air Content
0.1 %
5.4.3 Preliminary Design Report (10 pages maximum)
5.4.3.1 Project Management (5 pages maximum)
The overall Project Management section is limited to 5 pages maximum. Unless
otherwise stated in the subheaders below, subsections have no length restriction.
I. Key Team Roles & Organizational Chart (1 page) (8 ½ in. by 11 in. or 11 in. x 17 in.)
Provide team member names, including descriptions of the roles, tasks, or areas in
which they contributed at any time during the project. Include the year (Fr., So., Jr.,
Sr., Grad) for all members. Indicate team captains. As appropriate, list advisors,
sub-consultants, and other pertinent individuals.
II. Project Scope
Demonstrate a thorough understanding of the proposal requirements and sequence
of tasks to develop a concrete canoe regarding its hull design, structural capacity,
material selection and testing protocol, and constructability.
III. Health and Safety
Discuss the team’s safety program and implementation, including, at a minimum,
material testing and construction.
IV. Project Management Plan (PMP)
Present the team’s project management scheme and planning process related to
budget, schedule, scope, and risk management. Discuss the financial and resource
allocation associated with material procurement and construction. List anticipated
major milestone activities and how these were determined and will be achieved.
Present critical path activities and describe how this critical path was determined.
Identify hurdles that pose the most risk to critical path activities and how these
hurdles affect the planning process.
If additional tasks, re-arrangement of tasks, or other changes occurred from the
Preliminary Project Delivery Schedule, provide a discussion on why.
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2024 ASCE Concrete Canoe Competition Request for Proposals
V. Quality Assurance and Quality Control
Define quality assurance and quality control. Discuss how the team uses assurance
and control independently and in conjunction as part of an overall QA/QC program
related to all parts of the project scope as defined in this RFP.
VI. Research and Development Cost
Discuss the costs associated with materials, people-power, and tools or machinery
used in the research and development phase.
VII. Research and Development Cost - Fee Schedule (1 page)
Based on the written explanation above, provide a one-page itemized fee summary
sheet for the Research and Development Cost using the template located at
Reference Materials:
Projected total hours (including a breakdown of person-hours) dedicated to
responding to this RFP. See Exhibit 8 for further details.
Costs of labor, mixture materials, and all construction materials associated with
the fabrication of the canoe including a lump sum for the mold.
Contextual Comment: The lump sum cost for the mold should match the detailed
cost breakout in the Manufacturing Fee Sheet.
Costs associated with testing material
Costs associated with person-hours for each item.
Time and material associated with competition travel and participation can be
excluded.
Hourly rates, material costs, and appropriate multipliers are provided in Exhibit 8
Fee Schedule.
For any portion of the project that a team expects to be completed by others (i.e. if
the team’s mold is fabricated by an outside vendor), the team is still expected to
determine labor hours worked and cost of materials, just as if they were completing
the task. Teams are highly encouraged to ask vendors about their labor hours and
costs to aid in their fee schedule.
Contextual Comment: Recall from the Problem Statement, the C4 is not necessarily
looking for the lowest cost solution, but inclusive and realistic costs assessments.
VIII. Project Schedule (1 page - 11 in. x 17 in. pages)
Provide a complete project schedule, including milestone dates and critical path from
the Request for Proposal solicitation issuance to the Society-wide Competition at
Brigham Young University.
The project schedule should include baseline dates (from the Preliminary Project
Delivery Schedule submitted in November) and actualized dates (when the task was
completed).
5.4.3.2 Technical Design and Construction Support (5 pages maximum)
The overall Technical Design and Construction Support section is limited to 5 pages
maximum. Unless otherwise stated in the subheaders below, subsections have no length
restriction.
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2024 ASCE Concrete Canoe Competition Request for Proposals
I. Hull Design
Present the selected hull design and related performance objectives. Include any
reasonings supported by data for these performance objectives related to stability,
turning, straight-line speed, maneuverability, and other constraints, criteria, or
structural elements as determined appropriate by the team.
II. Structural Analysis
Present the team’s structural analysis and determination of both the required
material properties (concrete, reinforcement, and composite) and critical section
properties. At a minimum, teams shall report findings on the following modes of
analysis:
Longitudinal Analysis
Provide the shear diagram for the critical load case with the location and
magnitude of the maximum shear force defined (V
max
)
Provide the bending moment diagram for the critical load case with location and
magnitude of the maximum bending moment defined (M
max
)
Define the critical section properties: moment of inertia (I
x
) and extreme fiber
distances (c
c
and c
t
) at the location of the maximum bending moment (M
max
)
Define and provide justification for any applied Factors of Safety (FS) or Load
Factors
Punching Shear Analysis
Determine the critical area for punching shear for the critical load case defined in
the longitudinal analysis
Determine the punching shear stress for the critical load case defined in the
longitudinal analysis
Provide commentary on the relationship between the results of the longitudinal
analysis and the results of the punching shear analysis. Consider the following:
How are these values connected? How are they different? What do both results
mean for how the team should design against failure?
Failure Envelope Analysis
For this analysis mode, teams shall use the results of the longitudinal analysis and
strength testing results (see Section 5.4.3.2.III) in combination with simplified Mohrs
Criterion to develop a failure envelope plot that contains at a minimum, the following
information:
Mohrs Stress Circle using the maximum compressive (σ
c
) and tensile (σ
t
) stresses
determined above, with σ
c
and σ
t
defined
Mohrs Circle for compressive strength (f
c
, as determined via strength testing)
with f
c
’ defined
Mohrs Circle for tensile strength (f
t
, as determined via strength testing) with f
t
defined
The tangent line between the Mohrs Circle for compressive and tensile
strengths, with both the y-intercept (maximum predicted shear stress, τ
max
)and
slope of the line defined
Contextual Comment: Mohrs Criterion/Mohrs Failure Theory essentially boils down
to this: use the stress and strength data you have on hand in a meaningful way to
make a prediction about how and when a brittle material will fail. This mode of
analysis has been added as a requirement to emphasize the importance of combined
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2024 ASCE Concrete Canoe Competition Request for Proposals
load effects. By taking this more holistic approach, teams will be able to visually
depict 1) how efficiently they have designed their concrete mix(es), 2) if their mix
design is sufficient to protect against failure in all predicted states, and 3) whether or
not adjustments need to be made to the hull design to alter the critical stress state.
The committee will host a webinar on this topic to help students with any questions.
All modes of analysis shall be completed using 2-dimensional concepts of mechanics
of materials, strength of materials, and reinforced concrete design. This section will
not discuss more advanced analytical analysis methods, such as finite element
analysis (FEA). However, if appropriate, teams are permitted to discuss the use of
advanced analytical analysis as part of the Value section of the Production Proposal.
Contextual Comment: Please note that many of the analysis and design programs
used in industry, including, but not limited to RISA-3D, SAP2000, ETABS, etc. all utilize
solvers that are based on the finite element method. The use of software in the
development of your structural analysis is not prohibited. Still, teams should verify
whether their intended software’s underlying solver is FEA-based prior to using it.
III. Mix Design
Present the team's approach to planning, developing, researching, and testing the
mix design to meet the requirements of this RFP.
At a minimum, describe
Quantitative test results of mixtures tested and selected.
Concrete and reinforcement materials considered and selected.
Physical properties and composition of the proposed aggregate sources,
including specific gravity, absorption, and particle size.
Admixtures tested and their effects on concrete properties/behavior.
Primary reinforcement considered, tested, and used, and layering scheme
chosen.
New or innovative ideas, materials, and methods implemented in developing the
concrete composite and the impacts on budget, schedule, and safety.
Refer to standard test methods where appropriate.
IV. Construction Process
Describe the construction process and include new or innovative ideas implemented
in the construction of the mold and canoe and their impacts on budget, schedule,
and safety.
Include, at a minimum, material selection, form construction, methodology of mixing
and placement of concrete and reinforcement, layering scheme, curing, form
removal, concrete finishing, and aesthetics.
5.4.4 Production Proposal (6 pages maximum)
The overall Production Proposal section is limited to 6 pages maximum. Unless otherwise
stated in the subheaders below, there is no restriction on the length of any subsection.
5.4.4.1 Value
Merriam-Webster defines value as “the monetary worth of something. By the same
source, it can also be described as relative worth, utility, or importance.
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2024 ASCE Concrete Canoe Competition Request for Proposals
For this section, one or both of these definitions may be used to aid the team in
presenting the value their prototype design brings to the client, C4.
The team shall highlight processes or design features where value can be provided and
discuss how their innovations relate to C4’s stated needs. The team is expected to
understand and demonstrate that while innovation and value are often perceived as
synonymous, they are not identical. Thus, innovation does not always provide value.
The team should frame this section toward the external value (i.e., the Client (C4)) rather
than internal (i.e., the team).
5.4.4.2 Sustainability
Using at least one of the three pillars of sustainability – social, economic, and
environmental impacts – outline, in detail, sustainability processes the team used and
their direct or indirect impact. State which pillar(s) these processes were tied to.
5.4.4.3 Improvements
Throughout any project process, a team learns best practices to improve the prototype,
process, or procedure. The committee requests that the teams provide descriptions of
their best practices related to the team’s approach, design, and/or materials.
5.4.4.4 Manufacturing Cost Estimate
C4 intends to mass-produce the winning prototype for general use. To aid the committee
in projecting manufacturing costs, the team shall discuss the cost of mass-producing 100
canoes. Assumptions can be made on the unit rate for the bulk buying power of
materials. No preference will be given to a school’s location or potential fabrication
facility. Shipping and delivery costs, taxes, and necessities (water, electricity, etc) on each
fabricated canoe do not need to be included. These will be the responsibility of the
individual buyer or C4.
The actual cost of the canoe is less important for this competition than proper accounting
and explanation of prices.
Contextual Comment: The cost estimate presented by the team should be substantiated
by the actual material costs and hours it took to fabricate their prototype canoe. This
section aims to have teams consider the materials they use and how they might affect
mass production and to think more broadly about construction processes. For example,
would using a mold that costs more to sustain over multiple iterations be considered
sustainable? Would that still be a selling point or a cause of concern for the client?
5.4.4.5 Manufacturing Cost Estimate - Fee Schedule (1 page)
Based on the written explanation above, provide a one-page itemized fee summary sheet
for the Manufacturing of 100 canoes using the template located at Reference Materials:
Costs of labor, mixture materials, and all construction materials associated with
the fabrication of each canoe.
Costs of mold fabrication and re-use. Identify the number of canoes expected to
be built with a single mold before replacing it with a new one. The mold
fabrication cost should be pro-rated to the number of re-use opportunities. This
pro-rated mold fabrication cost will be applied to the per canoe fabrication cost.
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2024 ASCE Concrete Canoe Competition Request for Proposals
Hourly rates, material costs, and appropriate multipliers are provided in Exhibit 8 Fee
Schedule.
Contextual Comment: This new format for the fee schedule is meant to stimulate new
competition analysis by framing the costs as preparation for mass assembly instead of
just focusing on the prototype.
Sustainability benefits from material use or mold reuse are substantial and encouraged by
the committee. However, sustainability has been a vague concept discussed in previous
years that until now didn’t have a metric to compare against. This section gives all
schools a new opportunity to explain how their mix design, construction process, and
mold system may perform in a production setting.
5.4.4.6 Construction Drawings (2 pages, 11 in. x 17 in.)
Present isometric, elevation, plan, and typical composite cross-section views of the canoe
and mold with applicable dimensions and other details as needed to construct.
Additional sections and details may be added to present construction techniques.
Provide any relevant specifications as deemed essential by the team.
Contextual Comment: Construction drawings are a key component of the evaluation as
C4 solicits teams to provide a design we can then hand over to a manufacturer to build.
These drawings should strive to provide the key features and pertinent information to
enable that fabrication to occur with the drawings as the primary source of information.
Meaning, can the team’s canoe be built by someone else only using these drawings?
5.4.5 Appendices
5.4.5.1 Appendix A – Bibliography (Page Limit – none)
ASTM and other industry standards, technical software, and any previously published
material, including previous design papers for prior RFP submittals and sources referenced
when performing calculations, must be properly cited, as applicable. Any professionally
acceptable reference style can be used if the reader can use the citation to find original
information sources.
5.4.5.2 Appendix B – Hull Thickness/Reinforcement and Percent Open Area Calculations (Page
Limit – 2 max.)
Present the measurements and calculations of the reinforcement and hull thickness for
the various canoe elements (i.e., walls, ribs, gunwales, thwarts, and bulkheads) and
percent open area (POA) as applicable.
5.4.5.3 Appendix C – Supporting Documentation Page Limit – none)
Provide the completed Pre-Qualification Forms, documents outlined in Exhibit 10
Durability and Repairs (if applicable), and any additional documents required by the C4.
5.4.6 Back Cover
The back cover of hard copies shall be single-sided. The front side of the back cover shall be left
blank. Digital copies do not need to include a blank page.
5.5 Mix Design Sheets
Each team shall provide one Microsoft Excel file with a tab for each mix design utilizing the template
located at Reference Materials. Mixtures that differ in only color shall be considered as one mixture, and
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2024 ASCE Concrete Canoe Competition Request for Proposals
one tab shall be provided. In this case, it should be clearly noted on the table or tab name that the color
of the mix varies.
No rows, columns, or text in cells with no background color shall be deleted or altered from this provided
format. Failure to adhere to this could result in penalties. The team is only to input values in the blue cells
and only equations in the orange cells as noted in the legend.
Contextual Comment: Using Excel (and other Microsoft products) to create, revise, fill out, and update
forms and tables is vital for the engineering industry. City, county, state, and federal governments, as well
as developers, all have their own versions of various Excel created data inputs (cost estimates, schedules,
memoranda, meeting notes etc) that civil engineers must use expertly every day.
To incorporate this vital skill, streamline the judging process, and reduce minor errors resulting in appeals,
the committee provides an Excel file void of any calculated equations. Teams are responsible for educating
themselves on Excel equations and cell formatting for their given mix needs and providing correct
equations, calculations, and formatting in the submitted Excel file, which will simulate the real-world
experience of submitting project calculations.
5.6 Materials Notebook
Project owners typically provide specifications for materials that may be incorporated into the work.
Usually, the Contractor must submit mix designs, product data sheets, etc. to the Owner and/or Engineer
of Record for specification compliance review. The Materials Notebook intends to simulate the
contractor submittal process wherein teams provide information about all the materials incorporated into
the canoe prototype itself.
The notebook shall consist of:
Front Cover
MTDS Summary Table
A Technical Data sheet for each material
The Materials Notebook shall be a separate document from the Project Proposal.
The judges and C4 will use the Materials Notebook to verify all materials are included in a team’s Project
Proposal and verify compliance of materials.
5.6.1 MTDS Summary Table
Provide a Summary Table that lists each material used in the canoe prototype. At a minimum,
include the complete brand name (include company name), type of material (e.g.: Water
Reducer, Reinforcing Mesh), and applicable industry standard.
5.6.2 Material Technical Data Sheets
Provide a Technical Datasheet for each of the materials used in the canoe. Wherever possible,
order the data sheets in the same order as the MTDS Summary Table. Datasheets should provide
technical information and not be a product brochure. Safety Data Sheets (SDS) are not equivalent
documentation for MTDS and should not be provided in lieu of Material Technical Data Sheets.
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2024 ASCE Concrete Canoe Competition Request for Proposals
5.6.2.1 Materials with Prescribed Specifications
The MTDS must provide current information clearly verifying that the materials used in
the canoe comply with the specifications (e.g.: a cementitious material MTDS - typically a
‘mill certification’ - should show compliance with the applicable ASTM outlined herein and
typically would also show the chemical composition and how the cement meets that
ASTM).
Highlight or circle, on the datasheet, the ASTM standard or material requirement that is
being met. If there are multiple products or sizes of materials on a MTDS, circle, highlight,
or identify which product is being used by the team.
If the manufacturer does not provide a Technical Data Sheet (such as for proprietary
reasons), a letter from the company (on letterhead) certifying that the materials used
follow the specifications shall suffice. The certification letter shall be submitted to C4 for
its review and approval prior to its inclusion in the Materials Notebook. Contact
information of the individual providing the letter shall be included.
5.6.2.2 Materials without Prescribed Specifications
Canoe materials that do not have specific specifications or material requirements in the
RFP should still be included in the Materials Notebook and still provide basic technical
information on the material. Some materials, such as reinforcement materials from local
stores, may not have an official MTDS available; however, a printout (from the store
website or the packaging) showing the basic strength properties of the material may be
included instead. Other examples, such as foam used for flotation bulkheads, may not
have an official MTDS available; however, a printout (from the store website or the
packaging) showing what the foam is made of (polystyrene Styrofoam, polyurethane
foam, charcoal foam, etc.), the density, open/closed cell, and any other basic properties of
the material may be included instead.
Datasheet or product questions may be submitted via RFI to the C4 for review. See Exhibit 7: MTDS
Summary Table Example for an example of the table.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
6.0 CANOE HULL DESIGN PROTOTYPE
Teams shall propose a canoe hull and conduct a structural analysis on their proposed designs to establish the
concrete properties needed. After research and testing, the team will construct a full-scale canoe prototype of
their proposed design ahead of their Student Symposium.
6.1 Dimensional Constraints
6.1.1 Length, Width, and Depth
There are no length, width, or depth constraints for the canoe.
Contextual Comment: Previous RFPs have had constraints of 22 feet long, 36 inches wide, etc.
However, the dimensions have rarely been breached, with canoes longer than 22 feet or 36 inches
wide providing little to no value in the evaluation. Eliminating the constraint simplifies the RFP
and reduces judges’ workload.
6.2 Canoe Material Components
The Final Product Prototype shall be constructed with components that are categorized under and
comply with Concrete, Reinforcement,orFlotation requirements presented herein. All flotation and
reinforcement must be encased in concrete.
Exclusions: lettering, sealers, damage repairs (tape), and added flotation needed to pass the flotation
test.
6.2.1 Gunwale
The gunwale shall be finished to prevent injury to the paddlers (i.e., no exposed reinforcement or
sharp edges.) Foam pipe insulation foam may be used as gunwale protection and may be taped to
secure it.
6.3 Concrete Materials, Mixtures, and Reinforcement
Concrete mixtures shall be developed using concrete materials and reinforcement that comply with the
specification in Exhibit 5 Technical Specifications for Concrete and Reinforcement. Teams should
consider setting up a research and testing regime that allows for testing individual materials, concrete
mixtures, and composite elements.
6.4 Flotation
In the event a canoe becomes submerged, canoes should be designed and constructed to pass the
flotation test by the buoyant design of the canoe. Flotation material shall be limited to within 3 feet of
the bow and stern sections and encased in concrete.
6.4.1 Flotation Test
The canoe shall pass a flotation test whereby the canoe floats generally horizontally, with the
canoe floating near the water's surface, within two (2) minutes after being filled with water. The
canoe's buoyancy, rather than the exact depth at which it floats, will be the subject of the test. The
canoe does not necessarily need to break the water surface – this test intends to ensure the canoe
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2024 ASCE Concrete Canoe Competition Request for Proposals
does not sink and is easily retrievable should the canoe be submerged during the competition and
ensure the safety of team members prior to the race. Teams shall submerge their canoe by
whatever means necessary (such as filling the canoe with buckets of water, tilting the canoe so
that water fills in, pushing it downward, etc.) and are solely responsible for handling the canoe to
meet the requirements of the test. Gunwale caps are not permitted on the canoe during the
flotation test. Once the canoe has been certified as passing, gunwale caps may be added.
Canoes that do not pass the flotation test on the first attempt will automatically be assessed a
deduction on the Final Product Prototype.
6.4.2 Additional Flotation
If a canoe does not pass the flotation test, teams shall be required to add additional flotation
materials until the canoe does pass the test to the satisfaction of the judges and/or C4. Any
added flotation shall be below the gunwale line. Gunwale caps shall not be permitted to serve as
flotation material. If flotation is added at the Student Symposium Competition, it shall be
removed for the Society-wide Competition. At the Society-wide Competition, the canoe will be
evaluated in the flotation test as if it was the first time undergoing the flotation test.
Contextual Comment: If a team fails the flotation test at a Student Symposium Competition, they
will be re-assessed at the Society-wide competition if they qualify. This is a re-testing of the canoe
as it was designed and intended to be delivered at the Student Symposium Competition and does
not allow teams to “repair their canoe to pass the flotation test before the Society-wide
Competition.
Any gunwale caps and coverings shall be removed at the time of judging. Aesthetics judging may
occur before or after the canoe has been certified to pass the flotation test. If judging takes place
after the flotation test, teams that require additional flotation to pass the test may temporarily
remove the added flotation to be judged. After judging, the teams shall place the flotation back in
its original position.
6.5 Finishing & Aesthetics
6.5.1 Canoe & School Name
The name of the school and canoe shall be prominently displayed on the exterior of the canoe,
above the waterline, on both sides, with individual letters. The school and canoe name shall be
letters between 4 and 6 inches high. Recognized abbreviations for the official school name, based
on the school’s official website, are permitted. The minimum name length is 5 characters.
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2024 ASCE Concrete Canoe Competition Request for Proposals
The method used to create the school and canoe name shall meet the graphics requirements
outlined in Section 6.5.2 with the exception of adhesive lettering. Adhesive lettering is permitted,
but is limited to the lettering used for the school and canoe names.
6.5.2 Graphics
Graphics created using concrete coloring agents and pigments within the concrete mix design
(i.e., integrally colored concrete) are not limited in dimension or frequency. Any coloring agents
or pigments used shall be in accordance with ASTM C979.
Any commercially available stain(s) specifically formulated for concrete may be applied to the
canoe. The stain(s) must generally be transparent in nature, and the volatile organic content
(VOC) of any given stain used shall be less than or equal to 350 g/L (as shown on the material
data sheet(s) provided in the Materials Notebook).
Commercially available thickeners specifically formulated for acid stains may be used with the
stains if the combination does not exceed the maximum VOC specified above. Post-manufacturer
additives such as glitter or other particulate material are not permitted. The dilution of stains
with any other medium (e.g., water, acetone, etc.) is not permitted.
Stains that come in powdered dyes to be reconstituted with water or other liquid mediums are
permitted, and teams must follow the manufacturers directions for their proportioning and
mixing. The application of any given stain to any portion of the canoe shall be limited to a
maximum of two (2) coats, following the manufacturers recommended procedure for application
and thickness.
Concrete stains can be used on the canoe's inside or outside faces, but not on both. If a concrete
stain is used, it must not form a coating/membrane on the surface of the concrete. If used, the
Project Proposal must discuss in the section on Health & Safety (5.4.3.1.III) the details about the
stain hazards, application procedures used, health & safety procedures taken to ensure safety,
and approval of the faculty advisor and relevant university health & safety personnel responsible
for auditing the laboratory safety. Questions, clarifications, and equivalent products may be
submitted via RFI to the C4 for consideration as an approved equal.
6.5.3 Concrete Sealers
Only clear, non-pigmented concrete sealers may be applied to the canoe. The sealer may be
either:
A. silane- or siloxane-based penetrating sealer with a VOC of less than or equal to 350 g/L,
or
B. liquid membrane-forming compound for curing and sealing compliant with ASTM C1315
requirements (there are no VOC requirements with this option)
Post-manufacturer additives such as glitter or other particulate material are not permitted. The
application of sealer to any portion of the canoe shall be limited to a maximum of two (2) coats,
following the manufacturers recommended procedure for application and thickness.
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2024 ASCE Concrete Canoe Competition Request for Proposals
Contextual Comment: For the purpose of this competition, There are two main types of sealers,
which C4 presents above. Its imperative that the team understand what they are using to ensure
compliance. While there are many resources, the link below provides a neatly organized table to
aid in selecting appropriate sealers.
https://www.concretenetwork.com/products-sealer/comparison.html
6.6 Durability and Repairs
Canoes should be durable enough to survive the rigors of the Symposium Competition, the Society-wide
Competition, and transportation to and from the various events. Following the completion of the slalom
races and the preliminary sprint races, all canoes shall be removed from the water, assembled in a
commonplace or a location specified by the head judge, and inspected by the judges and/or C4 members
for durability (judges score) and use of tape as a repair (deduction). Exhibit 10 Durability and Repairs,
discusses in detail the criteria for assessing durability.
6.7 Official Weigh-In
At the Society-wide event, canoes are subject to an official weigh-in with the measured weight compared
to the weight reported in their Project Proposal infographic.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
7.0 PROTOTYPE DISPLAY REQUIREMENTS
7.1 General
Teams will have the opportunity to showcase their canoe on display, along with having a Project Display
to highlight the processes and materials from the project and have a cross-section of the canoe
representing its construction (canoe and mold). The prototype display will allow all teams to share their
results with the judges and their knowledge with other teams to create a collaborative environment
consistent with ASCE values. Failure to adhere to the requirements below may result in penalties.
7.2 Restrictions
Project Display – The display, as a whole, shall fall within a 4 ft (W) by 8 ft (L) by 7 ft (H) space.
a. Displays must be designed to be judged from the front (not a walk-around).
b. Displays must be designed to be self-supporting. Nothing shall be taped, mounted, or attached in any
form or manner to any surrounding trees, walls, doors, floors, etc.
c. Displays shall not include electronic devices (such as, but not limited to, laptops, lighting, sound or
video equipment, radios, loudspeakers, or any other noise-creating devices).
d. No sponsor-related items (such as sponsor lists, logos, etc.) shall be part of the display.
e. Using scents, both from humidifiers or open-flamed candles, is prohibited.
Contextual Comment: The entire project display is intended to fit inside the dimensions listed above.
Consider those dimensions an invisible box that the team cannot exceed. It will be within the judge’s
purview to either not judge anything outside the box or dock overall product display points as they deem
fit should the team not contain the product display within limits.
7.3 Requirements
Alongside the canoe prototype, the Project Display is where a team will showcase their approach to the
design, research, testing, and construction. At a minimum, teams must include what is outlined in this
section.
7.3.1 Design Process
Teams should include what they deem appropriate to convey their Proposal's strengths fully. The
team shall include design, research, testing, and construction elements. Photos, graphics, physical
samples, etc. are all encouraged.
7.3.2 Canoe Cross-Section
A full-scale model cross-section representative of the raw and finished canoe shall be presented
alongside the canoe. The cross-section shall demonstrate the concrete casting, finishing, and
reinforcement techniques used, including showing the mold. The cross-section, including any
stand, shall fall within a 4 ft (W) by 4 ft (L) by 7 ft (H) space, separate from the Product Display.
Contextual Comment: The entire cross-section display is intended to fit inside the dimensions
listed above. Consider those dimensions to be an invisible box that the team cannot exceed. It will
be within the judge’s purview to either not judge anything outside of the box or dock overall
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2024 ASCE Concrete Canoe Competition Request for Proposals
product display points as they deem fit should the team not contain the product display within
limits.
7.3.3 Canoe Stands
The canoe is to be displayed on stands that hold the canoe approximately 4 feet off the ground.
The underside of the displayed canoe shall be available and visible for judging and inspection.
Both ends of the canoe do not necessarily need to be displayed horizontally at the same height –
the 4 feet is approximate, with the intent here to allow the judges to have access to inspect all
areas of the canoe (e.g. one end of the canoe is not 7 feet off the ground or resting on the
ground).
Contextual Comment: The height requirement intends to allow judging to occur from a generally
upright standing position. The judges shouldn’t be required to climb a step stool or kneel to get a
full view of the entire canoe. The 4’ list height is an approximate value to aid the students in
planning their display to accomplish this intent. It will be up to the judges if this intent is achieved.
7.3.4 Required Information and Samples
The following shall be provided as part of the display. Samples of aggregates, cementitious
materials, and fibers shall be provided in transparent containers and labeled accordingly.
Samples shall be of sufficient sizes/volume to represent their product to showcase the material
clearly.
Individual sample(s) of each aggregate
Composite sample(s) of aggregate.
Composite blends should be of the same proportion as each concrete mixture.
Composite blends shall consist of only aggregate.
Concrete cylinder(s) of each mixture, 3 in. or 4 in. diameter, split into two halves
If several colors of a given concrete mixture are used, provide only one (1) sample of
that mixture (i.e., samples of each color are not required).
Raw reinforcement samples
Mesh, Grids, Strips, Tendons, and Bars A representative sample of each
reinforcement material used in the canoe
For any fibers used in the concrete mixtures, individual sample(s)
Individual sample(s) of each cementitious material
One (1) hard-copy of Project Proposal
One (1) hard-copy of Mix Design Sheets
One (1) hard-copy of Material Notebook
Infographic from team’s Project Proposal shall be visible/displayed for viewers
In addition, the following items are to be readily available for compliance checking:
Seats/Mats for measurement check
Life Jackets & Paddles
[Society-wide Only] Concrete cylinders (unbroken) 3 in. or 4 in. diameter cylinder,
oven-dried, of each concrete mixture used for unit weight verification.
These should be prepared per ASTM C39. The sample(s) shall be a quality control
(QC) test cylinder taken at the time of canoe construction and be representative of
the in-place density, color, consistency, and make-up of the concrete(s) used.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
8.0 TECHNICAL PRESENTATION
8.1 Time Limit
Each team will be afforded the opportunity to present a 5-minute-long presentation, followed by an
additional 7-minute period for questions by a panel of judges. The panel will evaluate the presentation
based on what has been presented within that time frame.
8.2 Presentation Focus
The presentation should focus on the primary aspects of the design, construction, and technical
capabilities. Briefly summarize the major aspects of the project, with the intent of demonstrating why
the panel of judges should select your team, design, and prototype for the canoe manufacturing/building
design.
Contextual comment: Recall this is a hypothetical scenario to provide an end goal for the RFP and the
competition. The presentation intends to go beyond simply informing the audience of what you did and
how you did it. Ultimately, the presentation should persuade the judging panel why they should select
your prototype. The presentation is not intended to be a word-for-word regurgitation of either the
research and development section or the proposal section of the report.
8.3 Language
All presentations are to be presented in English.
8.4 Presentation Order
Shall be randomly selected and provided to the teams by the host school no later than the time of on-site
registration. The presentations, including the question-and-answer period, shall be open to the public.
8.5 Equipment
The host school shall provide electrical outlet access, a projection screen, and a projector unit for use
during the presentations. A room diagram shall be provided by the host school a minimum of two weeks
prior to the event. Teams giving a presentation shall furnish any additional equipment necessary.
8.6 Presenters
Presenters may be any registered team members who officially sign-in at registration. Presenters are
those with speaking parts and individuals operating the computer or projectors. A minimum of two (2)
presenters must have speaking parts.
Teams shall make a live presentation. The use of video shall be permitted. Teams shall not pre-record any
speaking parts. No handouts or other materials shall be given to the panel as part of the presentation.
Any registered participant on a team may be on stage to participate in the question-and-answer period.
8.7 Question and Answer Session
Following the presentation, teams will need to set themselves apart by displaying their knowledge to the
panel by answering questions related to their Presentation and Project Proposal.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
9.0 CANOE PROTOTYPE PERFORMANCE DEMONSTRATION
Each team will be afforded the opportunity to demonstrate the racing capabilities, handling performance,
seaworthiness, and durability of their full-scale prototype. A series of races will accomplish this focused on
assessing straight-line speed and turning capabilities under various loading conditions. A total of five (5) types
of races are to be held (weather conditions permitting): women’s slalom (2 women), men’s slalom (2 men),
women’s sprint (2 women), men’s sprint (2 men), and co-ed sprint (2 men and 2 women).
9.1 Demonstration Course
9.1.1 General Requirements
The canoe's bow shall remain the bow throughout each race in consideration of the successful
negotiation of a turn or finish buoy.
Different colored buoys shall mark the racecourse lanes. The Slalom and Sprint courses must
meet the alignment, distance, spacing, and turns as noted in Exhibit 9 Race Regulations and
Safety; however, these are subject to site-specific conditions and limitations.
9.1.2 Symposia and Society-wide Competition
For all Symposia competitions, all sprint races shall be 200 meters. For the Society-wide
competition, the co-ed sprint race will be increased to 400 meters.
9.2 Slalom Course (200-meter)
The slalom course shall consist of the following, subject to site conditions:
a. The men’s and women’s slalom course will be nominally a 200-meter race consisting of a slalom
course through the first 100 meters out (actually a little longer with the slalom turns), a 180° turn,
and 100 meters straight back.
b. At Symposia Competitions, the course shall begin with a slalom course consisting of seven (7) buoys.
Each slalom buoy shall be staggered 5 meters transversely from each other. Buoys shall be
longitudinally spaced at 10 meters with 20 meters between the third and fourth buoy.
9.3 Sprint Course (200- and 400-meter)
A sprint course shall consist of the following subject to site conditions:
a. The men’s and women’s sprint course will be a 200-meter race consisting of a straight course 100
meters out, a 180° turn, and 100 meters back.
b. For Symposia competitions, the co-ed race will also be a 200-meter race.
c. For the Society-wide competition, the co-ed race will be a 400-meter race and shall consist of two (2)
laps of the sprint course.
d. Lanes shall be no narrower than 15 meters.
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2024 ASCE Concrete Canoe Competition Request for Proposals
Example Race Course Layout
Note: that the slalom race return path is around the buoy for lane 5. This provides adequate space to prevent interference
between a team heading away from the starting line and a team returning to the finish line. This reduces the time it takes to run
the slalom race at both regionals and ASCE Student Civil Engineering Championships by allowing the next team to start before the
previous team finishes the race. The host school can also choose other layouts for the return path that allow the next team to
start before the previous team finishes so long as there is adequate space to prevent interference between a team heading away
from the starting line and a team returning to the finish line.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
10.0 EVALUATION
10.1 General
The evaluation of the teams will be divided into four (4) categories:
Categories
Maximum Points
Project Proposal
30
Technical Presentation
25
Final Product Prototype
25
Race Demonstrations (5 events)
20
Total Possible
100
In a situation where none of the race events can take place, the overall competition score shall be based
solely on the results of the technical portion of the competition (Project Proposal, Technical Presentation,
and Final Product Prototype) with the maximum possible score being 80 points.
10.2 Evaluation Panel
Each event shall be evaluated by a panel of judges. The minimum number for any event is three (3), and
the maximum is five (5). C4 intends that the same judges will evaluate each portion of the competition.
If the same judges do not judge each portion of the competition, the C4 will not consider the competition
a valid competition and will not extend an offer to compete at the Society-wide Final Competition. In
extenuating circumstances, the C4 will request a description of the evaluation panel to determine the
validity of the competition and may invite the team to the Society-wide Final Competition.
10.3 Evaluation Scoring
Evaluation points will be allotted per placement according to the following table:
Place
Maximum Points
Technical Categories
Race Categories
Technical
Presentation
Final Prod.
Prototype
Slalom
Tandem
Sprints
4-person
Sprints
First
25.0
25.0
4.0
3.0
6.0
Second
22.5
22.5
3.6
2.7
5.4
Third
20.0
20.0
3.2
2.4
4.8
Fourth
18.5
17.5
2.8
2.1
4.2
Fifth
15.0
15.0
2.4
1.8
3.6
Sixth
12.5
12.5
2.0
1.5
3.0
Seventh
10.0
10.0
1.6
1.2
2.4
Eighth
7.5
7.5
1.2
0.9
1.8
Ninth
5.0
5.0
0.8
0.6
1.2
Tenth
2.5
2.5
0.4
0.3
0.6
Competition Points for Project Proposal, Technical Presentation, and Prototype are awarded per Exhibit
11 Evaluation Forms.
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2024 ASCE Concrete Canoe Competition Request for Proposals
The ranking of the overall scores determines placement in each category and in the case of races, the
overall time. In the event of a tie, the average of the raw scores will determine the actual placing. If the
tie remains after averaging the raw scores, then the tie will remain.
The Project Proposal, Technical Presentation, and Prototype will be ranked for each judge independently
from 1st to nth place (with n being equal to the number of teams competing) for each category. The
aggregate of the independent rankings of each judge will be averaged to determine the overall rank for
the entry, and scores will be assigned based on the scoring table for places 1 through 10. Raw scores will
be used during a tiebreaker for the categories.
10.4 Summary of Deductions / Disqualification
10.4.1 General
These deductions may also be referenced in other sections of this document and/or the scoring
sheets. It is highly suggested that the judges contact C4 regarding situations that may not be
covered to determine the appropriate course of action.
10.4.2 Deductions
The Deduction Scorecards determine a deduction unit that is input into the electronic scoresheet
and is used to adjust the final scores for each judge for each school. Each deduction unit is one (1)
percent of the difference between the pre-deduction highest and lowest score by a judge for that
particular portion of the competition and is calculated for each judge.
10.4.3 Disqualification
Teams may be disqualified (DQ) from the competition for the following:
a. Failure to meet student eligibility requirements
b. Violations under the Spirit of the Competition [at the discretion of C4 and/or Judges] or under
the Ethics and the Competition
c. Sportsmanship and interference requirements
d. Failure to follow safety rules
e. Plagiarism
10.5 Appeal of Deductions
During the competitions, the judges and/or C4 shall inform the team captains about the deductions that
have been assessed. The team captains will then be afforded the opportunity to appeal the deductions
through a written response to the judges that will then be reviewed. Designated team captains are the
only individuals that may appeal the deductions. The judges' decisions following their review are final,
and they will accept no further appeals beyond those decisions. The judges may contact C4 to ensure that
the proper deductions are made and for any additional guidance.
C4 will not consider any appeals beyond the Symposium Competition nor overturn any Symposia
judges’ decisions regarding the deductions assessed against a given team.
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2024 ASCE Concrete Canoe Competition Request for Proposals
The following sections detail the process of teams being informed of the deductions, the team captain’s
appeal (if they choose to do so), and the rendering of the judges' final decision following their review of
the appeal.
If the team chooses to appeal deductions, the team captains will have until the date/time specified to
submit to the Head Judge or C4 member a completed Deduction Scorecard (with signature), Appeals
Form, and any supporting documentation. The judges shall review the appeal, render their final decision,
and inform the team captains of the decision. Upon being informed of the judge’s decision, no further
appeal may be filed
10.6 Tiebreaker (Final Overall Standings)
Ties in the final standings for the competition overall shall be broken. In such cases, a tie-breaking score,
TBS, shall be calculated according to the following formula:
 =
30
100
∑

+
25
100
∑

+
25
100
∑

+ 
Where: DPP = Project Proposal event points for a given judge
OPP = Technical Presentation event points for a given judge
FPP = Final Product Prototype event points for a given judge
NOJ = number of judges
RP = unmodified race points
The calculation of the TBS shall not change the standings for team placement in any given technical
scoring part. Of the teams tied for the overall winner or second place, the team with the highest TBS shall
be awarded the place in contention.
If a tie still exists for first and/or second place after the tie-breaking scores have been determined, then
the judges shall determine the overall winner for the competition position. The judges may base their
decision on whatever criteria they deem appropriate.
The judges’ criteria and decision shall be final and may not be appealed.
End of Section
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 1
Summary of Important Dates/Deadlines
ITEM
DATE
Issuance of 2024 Request for Proposal Solicitation
September 5, 2023
Webinar: Welcome Kick-Off and Canoe Project Overview
September 25, 2023
Deadline for Submission of Preliminary Project Delivery
Schedule, Letter of Intent, and RFQ Pre-Qualification Form
November 3, 2023
Webinar: Concrete Mix Design Calculations
October 12, 2023
Webinar: Structural Calculations
November 14, 2023
Webinar: Infographic Development and Design
mid-December
Webinar: Materials Notebook
mid-January
Last Day to Submit RFIs to the C4
January 29, 2024
ASCE Student Chapter Annual Reports/Dues Deadline
February 1, 2024
Issuance of RFI Summary
On or about February 2, 2024
Project Proposal, Mix Design Sheets, and Materials
Notebook Deadline (Symposia Competitions)
February 16, 2024
ASCE Student Symposia Competitions
March to Late April 2024
Project Proposal, Mix Design Sheets, and Materials
Notebook Deadline (Society-wide Finals)
May 15, 2024
2024 ASCE Concrete Canoe Competition, hosted by
Brigham Young University
June 20-22, 2024
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 2
How to Navigate Folders and Upload Submissions
When you first arrive at the upload site, you will see folders labeled for each Student Conference:
Locate your Student Conference and click the folder to open it. If you don’t see the name of your Student
Conference, click the page navigation to move to the second page:
When you click the folder for your Student Conference, you will see a list of the Student Chapters assigned
to that Conference:
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2024 ASCE Concrete Canoe Competition Request for Proposals
Locate the folder for your Student Chapter and click to open it. If you don’t see the name of your Student
Chapter, click the page navigation to move to the second or third page:
When you have opened the folder for your Student Conference and Student Chapter, double-check that you
are in the correct location before you begin uploading your files (In this case, The Citadel within the
Carolinas Student Conference):
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2024 ASCE Concrete Canoe Competition Request for Proposals
When you have confirmed that you have navigated correctly to the proper folder, you can either click the
+Add Files button and then browse to find the files to upload or drag and drop files to the area directly
below the +Add Files button.
The selected (or dragged and dropped) files will appear in the upload area. To upload the file into the folder,
click Start Upload.
When the file has been successfully uploaded, the name of the file will appear under the Go Up One Folder
folder
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2024 ASCE Concrete Canoe Competition Request for Proposals
To clear the uploaded file from the upload area, click Clear.
Need help?
If you uploaded a file to the wrong folder, or want to replace an uploaded file with a corrected version, send
an email to [email protected] and ask that the incorrect file be deleted. Include both the location
(folder path) and exact name of the file you want deleted. (Files cannot be moved you will have to upload
the file again to the correct folder after it has been deleted).
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 3
Student Chapter and Participant Eligibility
The American Society of Civil Engineers (ASCE) and the Committee on Concrete Canoe Competitions support and
encourage a fully inclusive culture that celebrates individual uniqueness, engenders a sense of belonging, and
promotes equitable opportunity for all people to participate in the Concrete Canoe Competition. (See ASCE Policy
statement 417 - Justice, equity, diversity, and inclusion.) Participation should be inclusive, open, and fair to all
interested and eligible students. Please note that the requirements for eligibility for Society-wide competitions are
more stringent than the requirements for participation at student symposia competitions.
REGISTERED PARTICIPANTS
Registered participants (for both Symposia and Society-wide Competitions) shall meet all the following requirements:
a. Be an undergraduate student majoring in engineering or related to engineering during the 2023/24 academic
year (August 2023 to June 2024). Students do not need to be enrolled during the entire year (e.g., students
graduating in December, or students not in school during the fall term but in school for the spring term.)
Students that graduate during the academic year and have begun graduate studies during the same academic
year are eligible to compete;
b. Be members of an ASCE Student Organization in good standing;
c. Be Society Student Members of ASCE. ASCE student membership numbers shall be required upon
registration; and
d. Have contributed to the design and construction of the concrete canoe during the current academic year.
STUDENT CHAPTER ELIGIBILITY FOR STUDENT SYMPOSIUM COMPETITIONS
The following qualifications are required of all ASCE Student Chapters to compete at the Student Symposia
Competitions:
An ASCE Student Chapter must:
1. Be in good standing with ASCE:
a. Have paid their annual dues, as received by ASCE, no later than the start of their Student
Symposium.
b. Have submitted their student chapter full Annual Report or EZ Annual Reporting Form no later than
February 1, 11:59 p.m. EST.
STUDENT CHAPTER ELIGIBILITY FOR SOCIETY-WIDE COMPETITIONS
The following qualifications are required of all ASCE Student Chapters in order to advance to the ASCE Society-wide
Competition Finals:
An ASCE Student Chapter must:
1. Be in good standing with ASCE:
a. Have paid their annual dues, as received by ASCE, no later than February 1, 11:59 p.m. EST
b. Have submitted their student chapters full Annual Report, no later than February 1, 11:59 p.m. EST
and have received a minimum score of 25 points out of a possible 100. Student Chapters that submit
an EZ annual reporting form do not qualify to advance on to competition finals; and
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2024 ASCE Concrete Canoe Competition Request for Proposals
2. Attend and participate in their assigned Student Symposium as shown through their school's:
a. On-time attendance and active participation by a member of the ASCE Student Chapter at the
Student Symposium Business Meeting.
b. Participation in the Student Symposium Paper Competition, including submission and presentation by
a member of the ASCE Student Chapter. Note that any papers/presentations created for any other
competition do not count as an entry into the Student Symposium Paper Competition.
Note: Invitations to Student Symposia and ASCE Student Civil Engineering Championships/Society-wide Competition
Finals are a privilege, not a right. Failure to act professionally can result in letters of reprimand, mandatory behavior
management plans, and loss of invitations to further competition for individual institutions and/or entire conferences.
Questions regarding eligibility should be directed to studen[email protected].
QUALIFIERS
The Society-wide competition host school has the choice of competing in the current year or deferring their entry
until the following year. The Society-wide host school must compete at their respective Student Symposium
competition the same year they intend to compete in the Society-wide finals.
Student Symposia competitions are required to meet certain standards. To earn an invitation to the Society-wide
ASCE Concrete Canoe Competition, a student team shall qualify through participation in its assigned Student
Symposium competition. There must be at least three (3) eligible ASCE Student Chapters that are official members of
the Conference participating in the concrete canoe competition to constitute a qualified Student Symposium
competition. In addition, the Student Symposium competition must be hosted by a school that is an official member
of the Conference. Only one (1) team from any given school can compete in a Student Symposium competition.
ASCE student chapters hosting Symposia may invite Official Guest teams, which are teams from colleges or
universities that have an official ASCE student chapter that is not assigned to any Student Conference. Official Guest
teams are eligible (if they meet the other requirements) to be invited to the Society-wide competition. Official Guest
teams may compete in only one Student Symposium per year. ASCE Student Services shall be notified by the Student
Symposium Host School of an Official Guest team prior to the start of the Student Symposium. Notification can be by
e-mail to [email protected]. Conference assignments are listed in the ASCE Official Registrar at
https://www.asce.org/about-asce/official-register, and symposium host chapters are listed at
https://www.asce.org/communities/student-members/conferences.
ETHICS AND THE COMPETITION
According to the ASCE Code of Ethics, Canon 5, “Engineers shall build their professional reputation on the merit of
their services and shall not compete unfairly with others.
In the context of this contest, “unfair competition” may include conduct such as the following:
1) Failure to provide proper credit for past teams, plagiarism, or any other false statements concerning the
source of material used in the contest;
2) Taking other people’s designs, artwork, or other creative content without permission (for an overview of
Intellectual Property Laws, including Trademark and Copyright, visit
http://fairuse.stanford.edu/overview/introduction/intellectual-property-laws/); and
3) Any false or malicious statements about other teams, members, or others involved in the contest.
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2024 ASCE Concrete Canoe Competition Request for Proposals
SPIRIT OF THE COMPETITION
The judges and/or C4 may take disciplinary action, including warnings, point deductions, or disqualification of a team
or entry for inappropriate use of materials, language, alcohol, uncooperativeness, or general unprofessional behavior
or unethical behavior of team members or persons associated with a team. The judges and/or C4 have the final
authority to determine what constitutes a violation of the “Spirit of the Competition” and may take appropriate
action towards point deduction or disqualification.
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 4
Pre-Qualification Forms
Teams shall submit their Letter of Intent along with their Pre-Qualification Forms which acknowledge receipt of the
Request for Proposal solicitation and shall provide a synopsis of their understanding of the project.
The letter must be signed by at least one (1) team captain and ASCE Student Chapter Faculty Advisor. The phone
number and email address for both the team captain and faculty advisor shall be provided.
The Pre-Qualification Forms are required to be completed and signed off by each team including initialing off on each
line item and providing signatures from the team’s captain and the ASCE Student Chapter Faculty Advisor.
Adobe PDF versions of Letter of Intent and Pre-Qualification Forms are to be uploaded to the team’s respective
folder no later than 5:00 pm [Eastern] Friday, November 3, 2023.
Late submissions and documents missing any of the required signatures, initials, and email addresses will be
considered non-responsive and subject to deduction.
Click the following hyperlink to access: Project Proposal Submissions
https://upload.asce.org/public/folder/7ppbx1_RXkarZVFZcl9TYw/2024%20Concrete%20Canoe%20Submissions
Page |41
2024 ASCE Concrete Canoe Competition Request for Proposals
Pre-Qualification Form (Page 1 of X)
____________________________________________________
(school name)
We acknowledge that we have read the 2024 ASCE Society-wide Concrete Canoe Competition Request for Proposal
and understand the following (initialed by one (1) team captain and ASCE Faculty Advisor):
Statement Captain
Initials
Advisor
Initials
The requirements of all teams to qualify as a participant in the ASCE Student
Symposium and Society-wide Competitions as outlined in Section 3.0 and Exhibit 3.
The eligibility requirements of registered participants (Section 3.0 and Exhibit 3).
The deadline for the submission of Letter of Intent, Preliminary Project Delivery
Schedule and Pre-Qualification Form (uploaded to ASCE server) is November 3,
2023; 5:00 p.m. Eastern.
The last day to submit ASCE Student Chapter Annual Reports to be eligible for
qualifying (so that they may be graded) is February 1, 2024.
The last day to submit a Request for Information (RFI) to the C4 is January 29, 2024.
Teams are responsible for all information provided in this Request for Proposal,any
subsequent RFP addendums, and general questions and answers posted to the
ASCE Concrete Canoe Facebook Page, from the date of the release of the
information.
The submission date of the Project Proposal, Mix Design Sheets,andMaterials
Notebook for the Student Symposium Competition (uploading of electronic copies
to ASCE server) is Friday, February 16, 2024.
The submission date of the Project Proposal, Mix Design Sheets,andMaterials
Notebook forSociety-wideFinalCompetition(hardcopiesreceivedbyASCEand
uploading of electronic copies to ASCE server) is May 15, 2024; 5:00 p.m. Eastern.
____________________________________ _______ ___________________________________ _______
Team Captain (date) ASCE Student Chapter Faculty Advisor (date)
____________________________________ ____________________________________
(signature) (signature)
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2024 ASCE Concrete Canoe Competition Request for Proposals
Pre-Qualification Form (Page 2 of X)
____________________________________________________
(school name)
In 250 words or less, provide a high-level overview of the team’s Health & Safety (H&S) Program. If there is
currently not one in place, what does the team envision their H&S program will entail?
In 150 words or less, provide a high-level overview of the team’s current QA/QC Program. If there is currently not
one in place, what does the team envision their QA/QC program will entail?
Has the team reviewed the Department and/or University safety policies regarding material research, material lab
testing, construction, or other applicable areas for the project?
In 150 words or less, provide your team’s perspective on the use of ChatGPT and other AI/NLP algorithms in the
competition. Do you intend to use it? If so, in what areas? (Note: C4 neither encourages or discourages the use of
AI/NLP algorithms, but is interested in collecting data on student usage in the competition.)
The core project team is made up of ____ number of people.
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 5
Technical Specifications for Concrete and Reinforcement
GENERAL
Each concrete mixture developed shall comply with this section's requirements. The use of pre-packaged or
pre-mixed concrete, mortar, or grout is not permitted. Bondo®, epoxy or similar materials are not permitted during
any stages of the construction of the canoe (i.e., as the component of the mixture itself, as an aid during the
placement of concrete, as a modifier of the reinforcement, or as a means of attaching the flotation material).
Teams shall develop a reinforcement scheme using materials that meet percent open area (POA) requirements with
the total thickness of the reinforcing layers is equal to or less than 50% of the total thickness of the reinforced
composite, and the reinforcing materials do not have post-manufacturer applied coatings that enhance the properties
of the reinforcement.
REQUIREMENTS
Composite Thickness the ratio of the total measured thicknesses of the primary reinforcement to the total
thickness of the canoe wall or structural element at any point in the canoe shall not exceed 50%. All canoe elements,
including but not limited to, the hull, ribs, gunwales, thwarts, bulkheads, etc., and the connections of structural
elements to the canoe wall are subject to this rule.
Number of Concrete Mixtures limited to a total of three (3) concrete mixture designs, while any given mixture(s)
can be produced in a multitude of colors.
Primary Reinforcement All primary reinforcement shall be covered in concrete. All materials not part of a concrete
mixture or a flotation material shall be classified as reinforcing material and shall comply with the specifications
outlined below.
MATERIALS
Cementitious Materials, Alternative Supplementary Cementitious Materials (ASCM), and Pozzolans
Any type of commercially available, inorganic cementitious binder, either hydraulic, non-hydraulic or a combination of
these is permitted. These materials shall meet the following ASTM standards and are stated as such in the submitted
MTDS documentation.
The maximum amount of hydraulic cement (c) is 50% (by mass) of the total cementitious materials (cm) content in
any given concrete mixture (e.g., c/cm ratios shall be less than 0.50 for any given concrete mixture). Hydrated lime
shall be considered part of the hydraulic cement (c) for calculations. Hydrated lime is permitted, while quicklime is
not permitted for use in the canoe. Any one type (or mixture of various types) of hydraulic cement(s) may be used,
but each type must comply with the requirements below.
Cementitious Materials
ASTM
Hydraulic Cement (c)
C150, C595, C1157, or C845
Fly Ash
C618 (Class C or F)
Metakaolin or Calcined
Clay
C618 (Class N)
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2024 ASCE Concrete Canoe Competition Request for Proposals
Slag Cement
C989 (Grade 80 minimum)
Silica Fume
C1240
Hydrated Lime
C207 (Type S or N) or C821
Ground-Glass Pozzolan
C1866
Ground Pumice,
Pumicite, or Volcanic Ash
Natural Pozzolan
C618 (Class N)
Alternative cementitious materials and pozzolans evaluated using provisions of ASTM C1709 are also permitted. If
non-commercial or other products are being considered, approval by C4 shall be obtained prior to their use.
Aggregates
Any natural, manufactured, or recycled aggregate is permitted, and its proportioning shall meet the following
requirements:
o Regardless of source, the total aggregate volume shall be 30% (min.) of the total volume of any concrete
mixture.
o Gradation requirements: No limits are given, but gradation shall be reported. Teams shall conduct a sieve
analysis and provide a particle size distribution table of each individual aggregate as received and composite
aggregate for each mix by following ASTM C136. If the team decides to sieve the aggregates and recombine
aggregates into a particular distribution, this must be stated clearly in the report, with the original gradation
as received and the final composite aggregate from all sources given. The particle size distribution and table
shall be tested and created by the team (not one provided by the aggregate supplier) and be provided as part
of the team’s aggregate product information in their Materials Notebook.
Fibers
Fibers shall meet the requirements of ASTM C1116 and be considered as secondary reinforcement and dispersed
within the concrete matrix. Other fibers may be considered if approved by the C4 prior to use.
Admixtures
These materials shall meet the following ASTM standards and are stated as such in the submitted MTDS
documentation.
Admixtures
ASTM
Water-Reducing & Set-Control
C494
Air-Entraining
C260
Coloring Admixture/Agents &
Concrete Pigments
C979
Specialty Admixtures
C494 (Type S)
The use of bonding adhesives (ASTM C1059), waste latex paints, and latex emulsions (ASTM C1438) is prohibited.
Epoxy resins, their curing agents, asphalt emulsions, or similar materials shall not be considered specialty admixtures
and are strictly prohibited. Teams wishing to incorporate a material as a specialty admixture that does not fall under
ASTM C494 Type S, is not commercially available, or specifically made for use in concrete and have questions or
concerns of whether it is an acceptable material shall contact C4 for a determination of its applicability.
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2024 ASCE Concrete Canoe Competition Request for Proposals
The solids content of dyes and admixtures in powder form are to be accounted for in the determination of solids
content. Disregard the contribution of solids from other admixtures.
Curing Compounds concrete may be cured using a liquid membrane-forming compound (ASTM C309 and/or ASTM
C1315) or a C4-approved equivalent. Any curing compound applied is limited to a maximum of two coats following
the manufacturers procedure for application and thickness.
Concrete Sealers – See section 6.5.3 for Concrete Sealers
Integrally Colored Concrete and Stains See section 6.5.2 for concrete coloring agents, pigments, and use of
concrete stains
Mesh and Grids All materials serving as primary reinforcement shall have sufficient open space to allow for the
mechanical bonding of the concrete composite as measured by its percent open area (POA). Solid mats or plates for
reinforcing are not permitted. Pre-impregnated (pre-preg) materials that contain resins and require heat to complete
polymerization are not permitted. Solid mats and plates are described as materials that require additional bonding
agents or post-manufacturer perforations to keep the reinforcement from delaminating (i.e., there is a lack of open
space between the reinforcement sufficient for mechanical bonding).
The minimum percent open area (POA) of any layer of reinforcing material is 40%. The determination of the POA is
obtained by the following equation:
 =
∑



100%
where: Area
open
is the total open area (i.e., the area of the apertures)
Area
total
is the total area of the reinforcement specimen
Teams are permitted to modify a given mesh by removing strands as needed to achieve the required POA. Teams may
fabricate meshes or grids by placing (weaving, tying) material in the “as-received” condition. Once fabricated, teams
are not permitted to treat the material (e.g., apply coatings or heat). The as-received” condition is defined as a
commercially available “off the shelf” product directly available to a consumer which has not been modified by a third
party (for example, fiberglass can be used as is, but to have a third-party make a grid out of it, then “delivering” it to
the team and then considering it “as-received” is not allowed).
Strands, Tendons, and Bars – are materials less than ½ inch wide used to make a reinforcement grid or used in pre- or
post-tensioning. When used individually, they must meet thickness requirements but are not subject to percent open
area. Grids consisting of strands, tendons, and bars are subject to thickness and percent open area requirements.
Bearing Plates and Fasteners used for pre- or post-tensioning of tendons are permitted and are not subject to the
thickness or percent open area requirements. The location of the bearing plates is limited to within 2 feet from the
bow and stern sections. The thickness of any bearing plate itself is limited to ¼ inch.
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 6
General Guidelines for Concrete Mix Design
General Comments:
This exhibit provides general guidelines and helpful hints so that teams understand what is required in the
concrete mix design table and how it should be properly filled out.
Under the categories of “Cementitious Materials, Aggregates, “Fibers, and Admixtures”, provide the
name of the constituents that are being used. Commercial (trade) names should be used if it is clear what
the product is.
Absorption and moisture content values (in percent) for the aggregates shall be provided (to the nearest
0.1%)
Under the “Specific Gravity” column, provide the specific gravity (dimensionless) of the cementitious
materials, aggregates, fibers, and water used in the concrete mix. For aggregates, you will provide the Oven
Dried (OD) and Saturated, Surface Dry (SSD) values. Two or three decimal places are sufficient.
The weight of the liquid admixtures shall be provided in lb/gal.
Notes:
1. The values provided in these tables are shown for MATHEMATICAL EXAMPLE purposes only.
2. Teams should not consider the mixture proportions shown to result in concrete with the needed fresh (slump,
air content) and hardened (strength) characteristics required for the competition.
3. Values such as specific gravity are based on generalized numbers and should not be used for your design
calculations (i.e., do not reference this document as the one you based your values on).
The following is a step-by-step example for reporting FINAL yielded concrete mixture proportions and checks to
make sure that it is theoretically and mathematically correct. This means that the reported unit weight is
measured, and the values provided consider relative yield, Ry.
Proposed Mixture Proportions
Type I/II Cement 400 lb¸ SG = 3.15
Fly Ash (Class C) 250 lb, SG = 2.93
Blast Furnace Slag 250 lb, SG = 2.85
Fibers, Nylon 5 lb, SG = 0.92
Fibers, PVA 3 lb, SG = 1.40
w/cm ratio 0.50
Expanded Shale, aggregate 600 lbs (dry), Abs = 13%, SG
dry
= 1.55 (ASTM C330 compliant)
Pumice, aggregate 600 lbs (dry), Abs = 17%, SG
dry
= 1.59 (ASTM C330 compliant)
Admixtures: 6 fl oz/cwt HRWR Admixture (47% solids by weight, 8.5 lb/gal)
20 fl oz/cwt Liquid Dye (50% solids by weight,10.0 lb/gal)
Design Unit Weight (wet) 99.55 lb/ft
3
Design Air Content 11.3%
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2024 ASCE Concrete Canoe Competition Request for Proposals
ABSOLUTE VOLUME METHOD
The absolute volume of a given material is computed by dividing the mass of the material by its absolute density,
which is the specific gravity (SG) times the density of water (62.4 lb/ft
3
), as shown by:
Absolute Volume = mass / (SG x 62.4)
Example : How much volume does 400 lbs of portland cement occupy given that SG = 3.15?
Volume
cement
=Mass
cement
/(SG
cement
x 62.4)
= 400 / (3.15 x 62.4) = 2.04 ft
3
In a batch of concrete, the sum of the absolute volumes of cementitious materials, aggregate, fibers, water, solids
from admixtures and air, gives the volume of concrete produced per batch. The above equation can be used to
determine the volumes of the various constituents and populate the table.
Please note that there are several specific gravities reported for aggregate, depending on the condition that they are
in, such as dry (SG
OD
) and saturated, surface dry (SG
SSD
). The values are different as one is obviously in the dry state
and the other considers the water that is required to bring the aggregate to the SSD condition, and it can be shown
that it is a function of absorption. For example, it can be shown that for the shale (SG
SSD
= 1.55; A = 13%), the SG
OD
is
1.75.
The volume that the aggregate occupies between the conditions, however, can be shown to be the same. That is, the
volume of aggregate in the OD condition determined by taking the amount of aggregate in the OD condition divided
by SG
OD
is equal to the volume of aggregate in the SSD condition as determined by taking the amount of aggregate in
the SSD condition divided by SG
SSD
.
WATER
Based on the final w/cm ratio, the amount of water is simply computed using the total amount of cementitious
material in the mixture
Water = w/cm x cm
Example: How much water is needed for 900 lbs of cm using a w/cm of 0.50?
Water = w/cm x cm
Water=0.50x900lb=450lb
The water that is computed from the w/cm ratio is the water that is needed to hydrate the cementitious materials
(cm). It is not used to condition the aggregate to the SSD condition.
The water (w) comes from three sources water from the aggregate (if there is “free” water then the value of this is
positive; if the aggregate is drier than the SSD condition, then the value is negative), water from the admixtures, and
additional batch water, and is expressed as (or a rearrangement of this equation):
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2024 ASCE Concrete Canoe Competition Request for Proposals
Compute Free Water from Aggregates
With the values previously obtained for the aggregates, the total moisture content, free moisture content and the
amount of moisture available, can be computed for each aggregate using the following three equations:
Aggregate
W
OD
(lb)
Abs (%)
W
SSD
(lb)
MC
total
(%)
MC
free
(%)
w
free
(lb)
Aggregate #1
600
13
678
8
-5
-30
Aggregate #2
550
17
643.50
12
-5
-27.5
Combined, the aggregates have -57.50 lb of free water
What does this mean? In this case it means that the aggregates are drier than the SSD condition. So, if you added
the amount of water computed above (450 lbs to get your 0.5 w/cm ratio), the aggregate would want to soak up 57.5
lbs of it to get to the SSD condition. So, in the end, your w/cm ratio is no longer 0.5. However, we must deal with
water from other sources as well. See below.
Compute Water from Admixtures
The water in the various admixtures can be found from the following equation:
Water in admixture = dosage x cwt of cm x water content x (1 gal/128 fl oz) x (lbs/gal of admixture)
From liquid dye
[20 fl oz/ cwt x 8.30 cwt] x [(100% 50% solids)/100] x (1 gal/128 fl oz) x (10 lb/gal)= 6.48 lb
From HRWR
[6 fl oz/ cwt x 8.30 cwt] x [(100% 47% solids)/100] x (1 gal/128 fl oz) x (8.5 lb/gal) = 1.75 lb
Total water from all the admixtures is then 8.93 lb.
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2024 ASCE Concrete Canoe Competition Request for Proposals
Compute Batch Water
We have computed water from two of the three sources – the aggregate and the admixtures. Based on this example,
we ended up having no “free” water from the aggregate (if fact, you were in a deficit).
Since we know the amount of water needed to hydrate the cm (450 lb) based on the w/cm ratio chosen, the batch
water can be computed by:
= 450 lbs (-57.5 + 10.34) = 497.16 lb
The volume of water, to hydrate cm only, (SG
water
=1)isthen
Volume
water
= Mass
water
/ (62.4)
= 450 / 62.4 = 7.21 ft
3
SOLIDS (from liquid admixtures)
Typically, the proportional volume of the solids included in the liquid admixture is so small in relation to the size of
the batch that it can be neglected. The exclusion to this includes latex admixtures (which are prohibited) and dyes
(both liquid and in powder form) which can have substantial volumes.
For the competition, only dye solids (in the liquid medium) are to be accounted for.
Disregard the contribution of solids from other admixtures.
If you have a powdered admixture (i.e., it is not in a liquid medium), then use the absolute volume method as
previously shown.
The solids content can be computed in a fashion like the water content from admixtures
Solids in admixture = dosage x cwt of cm x solid content x (1 gal/128 fl oz) x (lb/gal of admixture)
Based on the weight of the admixture (in lb/gal) and the percentages of water and solids within it, one can determine
the SG of the solid particles (SG of water is taken as 1.0) as follows:
If the liquid dye is 50% water by weight, the weight of water is 6 lb (0.50 x 12 lb)
The weight of the solids is 6 lb (in a gal of admixture).
The volume of water is then (6 / 62.4) to obtain 0.0962 ft
3
.
Solids volume is 0.0375 ft
3
. Note: 1 gal = 0.13368 ft
3
.
The unit weight of solids is then 6 lb / 0.0375 ft
3
=160lb/ft
3
and therefore its SG is determined to be 2.56.
From liquid dye
[20 fl oz/ cwt x 9 cwt] x [(50% solids)/100] x (1 gal/128 fl oz) x (12 lb/gal) = 8.44 lb
From HRWR
[6 fl oz/ cwt x 9 cwt] x [(47% solids)/100] x (1 gal/128 fl oz) x (8.5 lb/gal) = 1.90 lb
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2024 ASCE Concrete Canoe Competition Request for Proposals
DENSITIES, AIR CONTENT, SLUMP and RATIOS
Now that all the amounts have been determined, the respective volumes can be computed so that theoretical
densities and air content can be found.
Mass of Concrete (M) The mass of concrete is the sum of all masses of the constituents in the mixture – cm, fiber,
aggregate, water and admixture solids:
M = Amount
cm
+Amount
fibers
+Amount
aggregate
+ Amount
water
+Amount
solids
M = 900.00 + 8.0 + 1321.50 + 450 + 8.44 = 2687.84 lb
Absolute Volume of Concrete (V) The absolute volume of concrete is the sum of all the constituents in the mixture.
This is based on zero air content. This value has to be less than 27 ft
3
(1 yd
3
):
V=Volume
cm
+Volume
fibers
+ Volume
aggregate
+ Volume
water
+Volume
solids
V = 4.81 + 0.12 + 11.75 + 7.21 + 0.05 = 23.941 ft
3
Theoretical Density (T) is the density of concrete with no air in it and is the mass of concrete (M) divided by the
absolute volume of concrete (V):
T=M/V
T = 2687.84 lb / 23.91 ft
3
= 112.27 lb/ft
3
Measured, or Anticipated, Density (D) the density of concrete obtained from cylinders, cubes, etc. in the plastic
(wet) state (i.e., immediately after casting). 99.55 lb/ft
3
Air Content The air content is computed by comparing the theoretical density (no air) to the measured density (D)
or using the absolute volume methods:
Air content from theoretical density:
Air content = (T D) / T x 100
Air content = (112.27 99.55) / 112.27 x 100 = 11.3%
Air content from a absolute volume method:
Air content = (27 V) / 27 x 100
Air content = (27 23.941) / 27 x 100 = 11.3% (check)
The value of the air content should be checked using the absolute volume method (you should come up with the
same answer. If you do not, then there is an error someplace).
Note: If the measured density is higher than the theoretical density, the result would be a negative air content. This
is not possible.
Cement-Cementitious Materials Ratio
Thec/cmratioisacalculatedvalue: 400lbc/900lbcm=0.444
Water-Cementitious Materials Ratio
The w/cm ratio is a calculated value: 450 lb / 900 lb cm = 0.50
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2024 ASCE Concrete Canoe Competition Request for Proposals
Slump – measured value (in inches).
AGGREGATE PROPORTIONING
Aggregate - Concrete Ratio (Volumetric) –PerEXHIBIT 5 – Technical Specifications for Concrete and Reinforcement,
“Regardless of source, the total aggregate volume shall be 30% (min.) of the total volume of any concrete mixture.
Aggregate Ratio (%) = V
aggregate
/ 27 x 100%
(11.75 / 27) x 100% = 43.5% > 30% (OK!)
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2024 ASCE Concrete Canoe Competition Request for Proposals
Exhibit 7
MTDS Summary Table Example
Note, the format can differ from the below example, as long as the minimum required information is included. See
Section 5.6 for further details on the required information for the Materials Notebook.
Page |53
Product Name
Type
Applicable
Standard
URL/Link to Datasheet
CEMENTITIOUS MATERIALS and POZZOLANS
Cemex Type I Cement
Type I
ASTM C150
No link available. See attached mill test report
AGGREGATES
Utelite Structural
Fines
Expanded
Shale
C330
https://www.utelite.com/resources/material
-reports-documents/
Also see attached gradation table
FIBERS
NYCON-PVA RECS100
PVA Fiber
C1116
https://cdn.shopify.com/s/files/1/0088/0764
/5299/files/NyconPVARECS100Sheet042015.
pdf?7980
ADMIXTURES
Euclid – Pastol 5000
Water
Reducer
C494 Type A &
F
https://www.euclidchemical.com/fileshare/P
roductFiles/tds/plastol_5000.pdf
REINFORCING MATERIALS
1/16” 7x7 Galvanized
Aircraft Cable
Steel
Tendon
n/a
https://www.fastenal.com/content/product_
specifications/WR.7X7.G.EQR.00.pdf
CURING & SEALING COMPOUNDS
BASF MasterKure CC
1315WB
Curing and
Sealing
Compound
ASTM C1315
https://assets.master-builders-solutions.c
om/en-us/masterkure-cc-1315-wb-tds.pdf
OTHER/MISCELLANEOUS
Closed-cell extruded
polystyrene foam
Bulkhead
flotation
n/a
No link available. See attached printout and
picture of product information from packaging
2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 8
Detailed Cost Estimate
GENERAL
In addition to the breakdown below, teams will have access to an example Excel file to serve as a template,
located here
Reference Materials
(https://upload.asce.org/public/folder/xyLDxYR2R0GTJpmNZc6vRA/AAA%20Reference%20Documents%20a
nd%20Webinars). It is expected that teams only use this template as a reference. Teams should update the
template to match current market costs, their specific labor hours, and materials. For the sections below,
teams shall include hours, as applicable, for each of the project sections listed below:
Project Management
Hull Design
Structural Analysis
Mix Design & Testing
Mold Construction
Canoe Construction
Project Proposal Preparation
Presentation Preparation
Display Preparation
LABOR COSTS
Total billable Direct Labor (DL) shall be calculated using the Raw Labor Rates (RLR). Labor Hours
spent on the project (HRS), and the multipliers for Direct Employee Costs (DEC), and Profit (P).
The formula for Direct Labor (DL) is as follows:
DL=[Σ(RLR*HRS)]*(DEC)*(1+P)
Each team shall develop a Table of Billable Direct Labor Rates for the classifications of personnel
used in the project.
Direct Employee Costs (DEC) are those costs associated with employee taxes, benefits,
insurance, and vacation. A multiplier of 1.50 shall be used to calculate the Direct Employee
Costs.
A Profit Multiplier (P) of eighteen percent (18%) shall be applied to labor.
EXPENSES
Expenses (E) shall include both materials costs and other project direct expenses not specifically
covered. Total expenses shall be calculated using the Materials Costs (MC), Direct Expenses (DE) and
Markup (M).
The formula for Expenses (E) is as follows:
E=(ΣMC + ΣDE)*(1+M)
Materials Costs (MC) shall be determined using current materials rates.
Direct Expenses (DE) shall include, but are not limited to, costs of outside consultants and
other direct expenses related to the fabrication of 100 canoes
A Markup (M) of ten percent (10%) shall be applied to both material costs and direct expenses.
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2024 ASCE Concrete Canoe Competition Request for Proposals
LABOR AND MATERIAL RATES
Raw Labor Rates (RLR)
Role Rate
Principal Design Engineer $50/hour
Design Manager
$45/hour
Project Construction Manager
$40/hour
Construction Superintendent
$40/hour
Project Design Engineer (P.E.)
$35/hour
Quality Manager
$35/hour
Graduate Field Engineer (EIT)
$25/hour
Technician/Drafter
$25/hour
Laborer/Technician
$25/hour
Clerk/Office Admin
$20/hour
In the situation where one person acts to serve in multiple functions, raw labor rates shall be applied
according to the task being performed.
Outside Labor Costs
Outside Consultants $200/hour
An outside consultant shall be defined as anyone contributing to the project that is not a student as
previously defined.
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 9
Race Regulations and Safety
GENERAL
The race demonstration of the canoe prototypes will consist of five (5) types of races: women’s slalom (2 women),
men’s slalom (2 men), women’s sprint (2 women), men’s sprint (2 men), and co-ed sprint (2 men and 2 women).
RACE RULES
The following general rules apply to the paddlers:
a. Good faith efforts are made to start and finish all races. Should issues arise that may compromise the canoe's
structural integrity or the paddlers' safety, teams must exercise good judgment in determining the safest
course of action.
b. Teams shall use the same registered individuals in any race's preliminary and final heats.
c. In the event of an injury that prevents a paddler from further competition after the preliminary race has been
completed, the injured person or a substitute shall be in the canoe in subsequent races. The substitute
passenger shall be one of the original five (5) of the same gender registered on the team and shall not be
allowed to paddle.
d. If a team cannot field the proper number of paddlers of the required gender, registered substitute passengers
of another gender shall be used, but substitutes shall not be allowed to paddle.
Teams competing in the slalom races shall compete against the clock in a timed single event. All other races shall
include timed preliminaries and finals. The top five canoes advance to the grand final and the next five canoes
advance to the petite final based on qualifying times in the preliminaries. Points shall be awarded based on the finish
times in the finals. If finals cannot be conducted or the host school determines before the race competition starts that
separate finals heats will not be run; the preliminary times shall be used as the final times.
For all sprint races, if a team qualifies for a final event but cannot start the event, that team does not receive points
and the team’s slot is conceded to the team with the next best preliminary sprint time. For final sprint races, if a team
starts a race in a canoe deemed race-worthy by the judges, but is unable to complete the race, they are awarded the
points corresponding to completing the race in last place in that final event.
In a situation where all the race events cannot be conducted (for example, the slalom races were completed but the
sprint races could not be completed), the race scores for all of the completed races shall be accounted for in the
overall competition score. By no means should the race scores be adjusted to account for races not held/completed.
SYMPOSIUM EVENTS
Depending on the number of entrants at the Symposia competitions, host schools shall decide on having grand
and/or petite finals for the various sprint races. The host school shall inform all teams prior to the competition of the
race setup.
Lane Position and Heat Assignments - Lane position and heat assignments shall be randomly selected before the
competition begins and shall be provided by on-site registration. The Symposia and Society-wide host schools shall
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2024 ASCE Concrete Canoe Competition Request for Proposals
provide a diagram or map to the participants outlining the layout of the course prior to the races. Sprint course turn
direction (left/right) shall be determined prior to races.
Interference - In situations where lane interference and/or canoes collide, paddlers must immediately STOP, hold
paddles above their heads and discontinue racing. If interference occurs, the team captain shall appeal directly to the
head judge. Once presented with the appeal, the judges shall:
a. Allow any team(s) directly affected by interference the option to rerun the heat in a timed event. Times from
the rerunning of the heat shall be used as the official time for the heat. Heats shall be rerun after a minimum
of ten (10) minutes to allow paddlers to prepare themselves.
b. Disqualify a team that has willfully interfered with another team. (If the interference is not deliberate, then
the team should not be disqualified).
c. Disqualify a team that willfully fails to adhere to course boundaries resulting in interference with another
canoe. (If the interference is not deliberate, then the team should not be disqualified).
If paddlers fail to stop, raise paddles, and continue to race immediately, they cannot claim interference and
will not be granted an opportunity to rerun their race.
EQUIPMENT
Paddles - shall be single-bladed and may be straight-bladed or bent. Spare paddles are permitted in the canoe during
the race demonstration.
Seats and Mats - dimensions of seats and mats are regulated to prevent them from serving as a structural
component. Seats cannot exceed a 20” x 20” x 20” maximum. Mats cannot exceed a 20” x 30” x ½” thick maximum.
Seats and mats can be used together, at the same time, by one paddler. Alternatively, knee pads are permitted.
Fixed Paddler Restraints - Straps, seatbelts, Velcro®, suction cups or any other item that attaches the paddler to the
canoe or that interferes with the paddler safely exiting the canoe in the event of capsizing are not permitted. The
judges and/or C4 will prohibit the use of any paddler restraints if safety is deemed an issue.
Slip Resistant Materials - Non-skid tape or other slip-resistant material is not permitted.
Spray Skirts - Post-construction applied devices that prevent water from entering the canoe, such as spray skirts, are
not permitted.
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2024 ASCE Concrete Canoe Competition Request for Proposals
RACE POINTS & PENALTIES
A buoy is successfully negotiated when the entire canoe passes on the proper side of the buoy. A canoe may touch a
buoy, but the top of the buoy must stay above the waterline on the proper side of the canoe until the canoe has
entirely passed. A canoe’s time shall not be considered final until all buoys have been properly negotiated. All slalom
buoys must be attempted. The following corresponding penalties shall be assessed as defined below:
Description of Infraction
Penalty
Canoe crosses the finish line in wrong lane
30 seconds
Sprint: Turn buoy(s) not properly negotiated
DQ
Slalom: Missed buoy
30 seconds per buoy
Slalom: Bypass buoys to save time
DNF
For a team to successfully finish a given race, the bow of the canoe must cross the finish line with the same number
of paddlers (in the canoe or touching the canoe) with which the race began.
DID NOT FINISH (DNF)
If a canoe cannot complete a given race but is found to be seaworthy enough to continue to compete (a typical
example is when a canoe becomes submerged during a race), then the team will be given a “Did Not Finish” (DNF) for
that race (zero points for a given race). If other circumstances arise where a DNF may be applicable, judges shall
contact C4 to determine whether a DNF should be applied.
APPEALS
Requests for rule interpretations and/or appeals during Competition shall be presented to the Symposium Head
Judge by the designated team captain(s). Such requests or appeals must be lodged before the start of the next heat or
in the case of the slalom races, before the next three (3) canoes finish the race. A team captain shall make appeals.
The decisions made by the judges and/or C4 concerning all aspects of the race and judging shall be final. Symposium
head judges may contact C4 to clarify rule interpretations and to discuss appeals.
SAFETY
Below are safety protocols that shall be followed for the canoe prototype race demonstration, followed by safety
guidelines to consider for both the participants and host schools.
Powered Rescue Boat - At least one and preferably two powered rescue boats shall be on the water during all the
races. If a powered rescue boat is unavailable, the races shall not occur. The powered rescue boat shall traverse the
entire perimeter of paddling areas to ensure accessibility before races occur.
If sustained winds at the race site are greater than 25 miles per hour or wave heights are greater than 1 foot, the
races shall not occur.
If the water temperature is less than or equal to 35°F and/or the combined air and water temperatures are less than
or equal to 85°F, the races shall not occur. If the combined air and water temperatures are between 85°F and 120°F,
the races may take place at the discretion of the safety director. However, there must be a warming area within 200
feet of the canoe/boat loading zone which holds a constant temperature of greater than 75°F, and two powered
rescue boats shall be on the water during all the races.
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2024 ASCE Concrete Canoe Competition Request for Proposals
If lightning is encountered within 15 miles of the race site, the races shall not occur until at least 30 minutes of
elapsed time since the last recorded strike within the 15-mile distance.
Any entry deemed unsafe or hazardous by the judges shall not be permitted in the water unless corrective measures
are taken. If corrective measures are not or cannot be made, the entry shall be disqualified from further competition.
If repairs must be made to an entry prior to any race, the judges may allow the entry to reschedule for a later heat,
but prior to the next event.
Safety Director
A safety director shall be strategically positioned to observe the activities, especially those near the starting and
docking area. The safety director is responsible for stopping all activities involving violations of any safety rules.
In addition, the safety director is responsible for briefing paddlers on all known hazards prior to any paddling or
racing, and as conditions warrant throughout the race competition.
Paddler Safety
All paddlers shall be competent swimmers. All Paddlers shall wear a US Coast Guard-approved inherently buoyant (no
inflatables) Type I, II or III Personal Flotation Device (life jacket) always while in a canoe during competition and/or
practice. Wetsuit buoyancy pads shall not be used as a substitute for the Coast Guard approved Personal Flotation
Device.
Safety Guidelines
Participant safety is always the first priority. When scheduling and planning the races, consider all safety hazards,
depending on location and circumstances, plan accordingly to mitigate them and decide what conditions would cause
races to be canceled. Each competition host has the authority to require safety equipment or procedures beyond the
general requirements established for the Society-wide Competition. The recommendations below identify many
common hazards, but not all eventualities are covered. It is strongly recommended that each hosting site
comprehensively evaluate specific hazards and develop their own safety plan.
Cold water can cause impaired judgment, loss of coordination and hypothermia within minutes. Paddlers, already
excited about the races, may make unreasonably poor decisions when cold and becoming hypothermic. Being
immersed in water as warm as 60°F can initiate Cold Water Shock. The American Canoe Association (reference below)
recommends wetsuits for water temperatures less than 60°F and/or if the combined air and water temperatures are
less than 120°F. Consider using wetsuits for those with experience (full-body, sleeveless, or shortie depending on
severity) and more safety boats to get paddlers out of the water quickly.
Wind and waves, currents, obstruction, and other rough water can more easily swamp and break canoes. Carefully
evaluate the proposed race site during a variety of weather conditions to have a good sense for how the water
behaves. Depending on seasonal weather conditions, water may be higher or lower. For the canoes, consider
requiring integrated grab handles, provisions for tied-in air bags (common flotation for whitewater canoes), and more
stringent flotation requirements. Just like cold water, more safety boats may be required.
Hazardous wildlife in and out of the water can cause anything from skin irritations and allergic reactions to more
serious lacerations. Be sure to alert participants and monitor activities carefully.
Lightning and storms are also very dangerous. Monitor the weather and remove everyone from the water when
lightning and/or strong storms threaten.
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2024 ASCE Concrete Canoe Competition Request for Proposals
Additional Safety References
Following are a couple references to documents from the American Canoe Association (www.americancanoe.org)for
further reading and planning race day safety.
American Canoe Association. Best Practices for Paddlers and Paddlesport Programs [PDF document] URL:
www.americancanoe.org/resource/resmgr/sei-educational_resources/best_practices.pdf
American Canoe Association. Cold Water Survival [PDF document]:
https://www.usps.org/eddept/files/cold_water_survival_aca.pdf
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2024 ASCE Concrete Canoe Competition Request for Proposals
EXHIBIT 10
Durability & Repairs
General
The durability of the Canoe Prototype with regards to how the Canoe holds up to the competition events,
transportation, and general handling will be evaluated following the completion of the slalom races and the
preliminary sprint races. All canoes shall be removed from the water to be evaluated by the judges for durability.
Team captains shall be present with their canoes at the time of inspection and shall have with them any
Damage/Accident Report (included in this Addendum) including written permission from the Judges/C4 for any tape
already applied to the canoe. Any tape applied to the canoe, without written permission, is subject to a 25-point
deduction. Tape used to secure gunwale protective caps/coverings and tape used to secure additional flotation
material in order to pass the flotation test does not apply in this instance. The team captain shall be informed verbally
if a point deduction is being assessed. The decision of the judges and/or C4 members is final and is not subject to
appeal.
Judging Criteria
Each judge will evaluate and score the canoe from 0 to 10 for Durability in this category on the Final Product
Prototype Score Card provided with this Addendum. Things to consider regarding durability include, but not limited
to – the frequency and severity of any microcracks, the frequency and severity of any structural cracks, areas where
repairs with tape were needed, seaworthiness, damage/cracking to aesthetic elements, etc.
Damage sustained from race collisions shall not be considered when evaluating a canoe’s durability.
REPAIRS
Repairs Made During Competition
After on-site registration at the competitions, repairs shall only be made with tape. Any type of tape is allowed.
Canoes shall be assessed an automatic deduction if the tape is used for repairs.
If the damage to the canoe occurs due to a collision, deductions for the use of tape shall not be assessed against a
team. In the event of damage resulting from a collision, the team must first file a Damage/Accident Report (included
in this Addendum) with the judges or C4 and must receive written approval before any tape can be applied. This
applies to all instances where tape will be added (permission to use tape to repair damage in one location does not
give the team the freedom to put tape elsewhere; permission is needed for each instance).
Repairs Made Between Competitions
If the qualifying Canoe Prototype is damaged during the Student Symposium or between the Symposium and
Society-wide Finals, the team may patch, repair, and refinish it following the submission and subsequent approval of a
Repair Procedures Report. The team shall submit a Reconstruction Request to rebuild the canoe if the damage is
deemed beyond repair.
The Repair Procedures Report or Reconstruction Request must be formally requested from the C4 via e-mail at
concre[email protected]g, completed and signed by the team captain(s) and ASCE Student Chapter Faculty Advisor,
and received by the C4 within seven (7) business days of the date that an incident damaging the canoe occurred.
The Repair Procedure Report or Reconstruction Request must contain sufficient information regarding the cause and
extent of damage and the proposed repairs (including the methodology, repair materials, and area of damage) to
enable the C4 to decide whether to approve repairs or grant permission to rebuild a canoe. The C4 will review the
Page |61
2024 ASCE Concrete Canoe Competition Request for Proposals
documentation and, if necessary, provide comments regarding compliance of the proposed repairs/reconstruction,
suitability of the repairs, requests for additional information/details, etc. Any proposed repairs shall be made using
materials originally used during the construction of the Canoe Prototype. Proposed reconstruction of the canoe shall
be of the same hull design, materials, and concrete mixture proportions of the original canoe. Schools are not to
repair or reconstruct their canoe until the C4 grants written approval.
Refinishing (such as, but not limited to, additional sanding, repairing minor dents and cracks, and the reapplication of
sealers) constitutes a repair and is subject to this section. The reapplication of letters is not considered to be a repair.
If the C4 determines poor design or construction resulted in damage to the canoe, the Reconstruction Request will be
denied. If the C4 does not permit the team to repair/reconstruct the canoe, the team shall be given an opportunity
to decide whether it can safely, and in “good faith”, compete at the ASCE Student Civil Engineering Championships
with a non-repaired canoe. If this is not possible, the team shall forfeit to the designated alternate concrete canoe
team within their Student Symposium.
The Repair/Reconstruction request, C4 disposition, and any supporting documentation shall be included as an
additional Appendix in the Project Proposal.
Schools granted permission to repair their canoes shall be assessed a 25-point deduction at the ASCE Student Civil
Engineering Championships. Schools granted permission to reconstruct shall be assessed a 50-point deduction at
the ASCE Student Civil Engineering Championships. The C4 reserves the right to waive the automatic deductions that
may be assessed on a case-by-case basis.
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2024 ASCE Concrete Canoe Competition Request for Proposals
DAMAGE / ACCIDENT REPORT
School Name:
Canoe Name:
Date of Accident:
Location of Accident:
Type of Accident:
( ) Collision with other canoe ( ) Paddler fell out of canoe
( ) Collision with inanimate object ( ) Other: _____________________________
Briefly Describe Circumstances of Accident:
Describe in Detail the Extent of Damage:
Team Captain's Signature: __________________________________________
Team Captain's Signature: __________________________________________
FOR COMPETITION OFFICIAL USE ONLY
Damage is due to accident outside the control of the paddlers? (Circle one) YES NO
Comments:
( ) Deduct 25 units from Final Product _____
( ) Do Not Deduct 25 units from Final Product _____
Head Judge
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2024 ASCE Concrete Canoe Competition Request for Proposals
REPAIR PROCEDURE REPORT
School Name:
Prototype Name:
Team Captain(s):
Date of Request:
Description of Cause:
Description of Repair:
Materials used in Repair:
Description of Supporting Documentation:
Provide a list of Supporting Documentation attached to this report
C4 Disposition
Date:
Request to Repair Canoe:
Granted
Declined
Reason for Disposition:
Filing this report does not guarantee the school will be granted permission to conduct repairs to their canoe.
The ability to do so is a function of the reason for the request and the supporting documentation. Under no
circumstances should a school consider a verbal disposition permission to repair their canoe.
If the school is permitted to conduct repairs, that school will receive a 25-unit penalty for doing so. The
maximum final product points will be reduced to 75 out of 100 units. This penalty may be waived at the
discretion of the C4 on a case by case basis.
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2024 ASCE Concrete Canoe Competition Request for Proposals
RECONSTRUCTION REQUEST
School Name:
Prototype Name:
Team Captain(s):
Date of Request:
Reason for Request:
Description of Supporting Documentation:
Provide a list of Supporting Documentation attached to this report
C4 Disposition
Date:
Request to Reconstruct Canoe:
Granted
Declined
Reason for Disposition:
Filing this report does not guarantee the school listed above will be granted a Reconstruction Request. The
ability to do so is a function of the reason for the request and the supporting documentation. Under no
circumstances should a school consider a verbal disposition permission to rebuild their canoe.
If the school is permitted to reconstruct, that school will receive a 50-unit penalty for doing so. The maximum
final product points will be reduced to 50 out of 100 units. This penalty may be waived at the discretion of the
C4 on a case by case basis.
Page |65
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ƚŚĞϰǁŝůůƌĂƚŝĨLJƚŚĞƐĐŽƌĞƐ͘
DĞŵďĞƌƐŽĨƚŚĞϰǁŝůůďĞŽŶͲĐĂůůĂŶĚĂƌĞĂǀĂŝůĂďůĞƚŽƉƌŽǀŝĚĞŐƵŝĚĂŶĐĞ͕ĐůĂƌŝĨŝĐĂƚŝŽŶ͕ĂŶĚŝŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞƌƵůĞƐĂŶĚ
ƌĞŐƵůĂƚŝŽŶƐĨŽƌƚŚĞũƵĚŐĞƐ͘ƵƌŝŶŐƚŚĞĐŽŵƉĞƚŝƚŝŽŶƐ͕ƚĞĂŵƐĂƌĞŐŝǀĞŶƚŚĞŽƉƚŝŽŶƚŽƌĞƋƵĞƐƚƚŚĂƚƚŚĞũƵĚŐĞƐĐŽŶƚĂĐƚƚŚĞϰĨŽƌƌƵůĞ
ŝŶƚĞƌƉƌĞƚĂƚŝŽŶ;ƐĞĞZĞƋƵĞƐƚĨŽƌůĂƌŝĨŝĐĂƚŝŽŶƐĂŶĚƉƉĞĂůƐͿ͘
dŚĞƐĐŽƌĞƐŚĞĞƚƐǁŝůůďĞĨŝůůĞĚŽƵƚďLJƚŚĞũƵĚŐĞƐŝŶĚŝǀŝĚƵĂůůLJ͘dŚĞŝŶĚŝǀŝĚƵĂůũƵĚŐĞƐ͛ƐĐŽƌĞƐŚĞĞƚƐƐŚĂůůŶŽƚďĞƌĞƋƵĞƐƚĞĚ ŽƌŐŝǀĞŶŽƵƚ
ĚƵƌŝŶŐƚŚĞĐŽŵƉĞƚŝƚŝŽŶ͘dŚĞũƵĚŐĞƐǁŝůůĐŽŵĞƚŽĂĐŽŶƐĞŶƐƵƐŽŶƚŚĞĚĞĚƵĐƚŝŽŶƐĂƉƉůŝĐĂďůĞƚŽĞĂĐŚƚĞĂŵĂŶĚĐŽŵƉůĞƚĞ;ϭͿŽŶĞ
ĚĞĚƵĐƚŝŽŶƐĐŽƌĞƐŚĞĞƚƚŽďĞŐŝǀĞŶƚŽĞĂĐŚƚĞĂŵ͘^ĞĞdžŚŝďŝƚϭϬĨŽƌĂŵĂŐĞͬĐĐŝĚĞŶƚ͕ZĞƉĂŝƌ͕ĂŶĚZĞĐŽŶƐƚƌƵĐƚŝŽŶZĞƋƵĞƐƚ&ŽƌŵƐ
WĂŐĞͮϲϳ
ϮϬϮϰ^ŽŶĐƌĞƚĞĂŶŽĞŽŵƉĞƚŝƚŝŽŶΡZĞƋƵĞƐƚĨŽƌWƌŽƉŽƐĂůƐ
WƌŽũĞĐƚWƌŽƉŽƐĂů
^ĐŚŽŽůEĂŵĞ͗
ĂŶŽĞEĂŵĞ͗
WŽƐƐŝďůĞWŽŝŶƚƐ
^ĐŽƌĞ;ǁŚŽůĞ
ŶƵŵďĞƌƐͿ
/ŶĨŽŐƌĂƉŚŝĐ
ůůƌĞƋƵŝƌĞĚŝŶĨŽƌŵĂƚŝŽŶƉƌĞƐĞŶƚĞĚ;ϱWŽŝŶƚƐͿ
ůĂƌŝƚLJŽĨŐƌĂƉŚŝĐƐ͕ŝůůƵƐƚƌĂƚŝŽŶƐ͕ƉŝĐƚƵƌĞƐ͕ĞƚĐ;ϱWŽŝŶƚƐͿ
ůĞĂƌŶĂǀŝŐĂƚŝŽŶŽĨĚĂƚĂ;ϱWŽŝŶƚƐͿ
WƌĞƐĞŶƚĞĚƐĞĐƚŝŽŶƐĞŶŚĂŶĐĞǀŝĞǁƵŶĚĞƌƐƚĂŶĚŝŶŐĂŶĚĞdžƉĞƌŝĞŶĐĞ;ϭϬWŽŝŶƚƐͿ
Ϯϱ
WƌĞůŝŵŝŶĂƌLJĞƐŝŐŶZĞƉŽƌƚ
<ĞLJdĞĂŵZŽůĞƐΘKƌŐĂŶŝnjĂƚŝŽŶŚĂƌƚ;ϱƉŽŝŶƚƐͿ
WƌŽũĞĐƚDĂŶĂŐĞŵĞŶƚ
WƌŽũĞĐƚ^ĐŽƉĞ͕,ĞĂůƚŚĂŶĚ^ĂĨĞƚLJ͕WDW͕YͬY͕ZΘŽƐƚƐ͕ZΘ&ĞĞ^ĐŚĞĚƵůĞ
;ϭϬƉŽŝŶƚƐͿ
,ƵůůĞƐŝŐŶ;ϭϬWŽŝŶƚƐͿ
^ƚƌƵĐƚƵƌĂůŶĂLJůƐŝƐ;ϭϬWŽŝŶƚƐͿ
DŝdžĞƐŝŐŶ;ϭϬWŽŝŶƚƐͿ
ŽŶƐƚƌƵĐƚŝŽŶ;ϭϬWŽŝŶƚƐͿ
ϱϱ
WƌŽũĞĐƚ^ĐŚĞĚƵůĞ;ϭϭdžϭϳͿͲŽŵƉůĞƚĞŶĞƐƐΘĂƐĞŽĨhŶĚĞƌƐƚĂŶĚŝŶŐ
ϭϱ
WƌŽĚƵĐƚŝŽŶWƌŽƉŽƐĂů
sĂůƵĞ;ϮϬƉŽŝŶƚƐͿ
^ƵƐƚĂŝŶĂďŝůŝƚLJ;ϭϬƉŽŝŶƚƐͿ
ŽƐƚƐƚŝŵĂƚĞ;ϱWŽŝŶƚƐͿ
ŽƐƚƐƚŝŵĂƚĞͲ&ĞĞ^ĐŚĞĚƵůĞ;ϭϬWŽŝŶƚƐͿ
/ŵƉƌŽǀĞŵĞŶƚƐǁŝƚŚ^ƵďƐƚĂŶƚŝĂƚŝŶŐĂƚĂ;ϭϬWŽŝŶƚƐͿ
ϱϱ
ŽŶƐƚƌƵĐƚŝŽŶƌĂǁŝŶŐƐΘ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ;ϭϭdžϭϳͿͲůĂƌŝƚLJΘĂƐĞŽĨhŶĚĞƌƐƚĂŶĚŝŶŐ
ϭϱ
ŽŶĐƌĞƚĞDŝdžƚƵƌĞDĂƚĞƌŝĂůƐĂŶĚWƌŽƉŽƌƚŝŽŶƐ
'ĞŶĞƌĂůŽŵƉůŝĂŶĐĞŽĨDŝdžƚƵƌĞƚŽWƌŽƉŽƐĂů^ƉĞĐŝĨŝĐĂƚŝŽŶƐ;ƉƉĞŶĚŝdžͿĂŶĚĐŽŵƉůĞƚĞŶĞƐƐ
ŽĨDŝdžƚƵƌĞĞƐŝŐŶdžĐĞů&ŝůĞ;ϭϬ ƉŽŝŶƚƐ Ϳ
ŽƌƌĞĐƚƋƵĂƚŝŽŶ/ŶƉƵƚƐ;ĂůůŵŝdžƚƵƌĞƐͿ;ϱƉŽŝŶƚƐ Ϳ
ϭϱ
KǀĞƌĂůů
ŽŶĐŝƐĞŶĞƐƐĂŶĚůĂƌŝƚLJ;ϱ ƉŽŝŶƚƐ Ϳ
WƌĞƐĞŶƚĂƚŝŽŶŽĨ/ŶĨŽƌŵĂƚŝŽŶ;ϱ ƉŽŝŶƚƐ Ϳ
KǀĞƌĂůů>ĂLJŽƵƚĂŶĚ&ŽƌŵĂƚ;ϱ ƉŽŝŶƚƐ Ϳ
YƵĂůŝƚLJŽĨtƌŝƚŝŶŐ;ϱ ƉŽŝŶƚƐ Ϳ
ϮϬ
^ƵďƚŽƚĂů ϮϬϬ
ϯϬйŽĨKǀĞƌĂůů^ĐŽƌĞ
ĐĂĚĞŵŝĐ:ƵĚŐŝŶŐʹWƌŽũĞĐƚWƌŽƉŽƐĂůdŽƚĂů
WĂŐĞͮϲϴ
ϮϬϮϰ^ŽŶĐƌĞƚĞĂŶŽĞŽŵƉĞƚŝƚŝŽŶΡZĞƋƵĞƐƚĨŽƌWƌŽƉŽƐĂůƐ
^ĐŚŽŽůEĂŵĞ͗
ĂŶŽĞEĂŵĞ͗
WŽƐƐŝďůĞWŽŝŶƚƐ
^ĐŽƌĞ;ǁŚŽůĞ
ŶƵŵďĞƌƐͿ
WƌĞƐĞŶƚĞƌƐ
WƌĞƉĂƌĂƚŝŽŶ>ĞǀĞů;ϭϬ ƉŽŝŶƚƐ Ϳ
ŽŶĨŝĚĞŶĐĞͬsŽŝĐĞWƌŽũĞĐƚŝŽŶ;ϲ ƉŽŝŶƚƐ Ϳ
KǀĞƌĂůůĞŵĞĂŶŽƌ;ϰ ƉŽŝŶƚƐ Ϳ
ϮϬ
WƌĞƐĞŶƚĂƚŝŽŶ
YƵĂůŝƚLJŽĨƵĚŝŽͬsŝƐƵĂůƐ;ϭϬ ƉŽŝŶƚƐ Ϳ
ŽŶƚĞŶƚ;ϮϬ ƉŽŝŶƚƐ Ϳ
WƌŽĨĞƐƐŝŽŶĂůŝƐŵ;ϭϬƉŽŝŶƚƐ Ϳ
ϰϬ
:ƵĚŐĞƐ͛YƵĞƐƚŝŽŶƐ
WƌĞƉĂƌĂƚŝŽŶͬdžƉĞƌƚŝƐĞŝŶŶƐǁĞƌƐ;ϮϬ ƉŽŝŶƚƐ Ϳ
ŽŶĨŝĚĞŶĐĞ>ĞǀĞů;ϭϬ ƉŽŝŶƚƐ Ϳ
ŽŶĐŝƐĞŶĞƐƐŽĨŶƐǁĞƌƐ;ϭϬ ƉŽŝŶƚƐ Ϳ
ϰϬ
ŽŵŵĞŶƚƐ͗
^ƵďƚŽƚĂů
ϭϬϬ
dĞĐŚŶŝĐĂůWƌĞƐĞŶƚĂƚŝŽŶϮϱйŽĨKǀĞƌĂůů^ĐŽƌĞ
ĞĚƵĐƚŝŽŶƐ͗
͘&ĂŝůƵƌĞƚŽŽďƐĞƌǀĞƚŝŵĞůŝŵŝƚ͗ƉĞŶĂůƚLJƐŚĂůůďĞĂƐƐĞƐƐĞĚǁŚĞŶƚŚĞŽĨĨŝĐŝĂůƚŝŵĞ
ĞdžĐĞĞĚƐϱŵŝŶƵƚĞƐϱƐĞĐŽŶĚƐ;ϱ͗ϬϱͿ͘ϭϱ ƵŶŝƚƐ
͘^ƉŽŶƐŽƌƐŚŝƉŽƌĐŽŵŵĞƌĐŝĂůŝƐŵǀŝŽůĂƚŝŽŶ͗ϭϱ ƵŶŝƚƐ
͘>ĞƐƐƚŚĂŶƚǁŽ;ϮͿƐƉĞĂŬĞƌƐ͗ϭϱ ƵŶŝƚƐ
͘&ĂŝůƵƌĞƚŽĂĚŚĞƌĞƚŽůŝǀĞƉƌĞƐĞŶƚĂƚŝŽŶĨŽƌŵĂƚ͗ WƌĞƐĞŶƚĂƚŝŽŶ WŽŝŶƚƐ
ĐĂĚĞŵŝĐ:ƵĚŐŝŶŐͲdĞĐŚŶŝĐĂůWƌĞƐĞŶƚĂƚŝŽŶdŽƚĂů
WĂŐĞͮϲϵ
ϮϬϮϰ^ŽŶĐƌĞƚĞĂŶŽĞŽŵƉĞƚŝƚŝŽŶΡZĞƋƵĞƐƚĨŽƌWƌŽƉŽƐĂůƐ
&/E>WZKhdWZKdKdzW^KZZ
ǀĂůƵĂƚŝŽŶ^ŚĞĞƚĨƌŽŵ:ƵĚŐĞ͗
ŶƚĞƌ Ă ŶƵŵĞƌŝĐ ǀĂůƵĞ ;ǁŚŽůĞ ŶƵŵďĞƌƐͿ ŝŶ ĐĂƚĞŐŽƌLJ ĂŶĚ ƚĂůůLJ ƚŚĞ ƚŽƚĂů ƐĐŽƌĞ͘
EĂŵĞŽĨ^ĐŚŽŽů
ĂŶŽĞ
tŽƌŬŵĂŶƐŚŝƉ
;Ϭ
ƚŽ
Ϯϱ
WŽŝŶƚƐ͕Ϳ
džƚĞƌŝŽƌ
ĂŶĚ
/ŶƚĞƌŝŽƌ
&ŝŶŝƐŚ
;Ϭ
ƚŽ
Ϯϱ
WŽŝŶƚƐͿ
ƌŽƐƐͲ
^ĞĐƚŝŽŶ
tŽƌŬŵĂŶƐŚŝƉ
;Ϭ
ƚŽ
ϭϱ
WŽŝŶƚƐͿ
WƌŽĚƵĐƚ
ŝƐƉůĂLJ
;Ϭ
ƚŽ
Ϯϱ
WŽŝŶƚƐͿ
ZĞƋƵŝƌĞĚ
/ƚĞŵƐ
Θ
KǀĞƌĂůů
ƵƌĂďŝůŝƚLJ
;Ϭ
ƚŽ
ϭϬ
WŽŝŶƚƐͿ
Ύ
ďĞ
ĐŽŵƉůĞƚĞĚ
ĂĨƚĞƌ
WƌĞůŝŵ
ZĂĐĞƐΎ
dŽƚĂů
;ϭϬϬ
ƉƚƐ͘
ŵĂdžͿ
ϭ
Ϯ
ϯ
ϰ
ϱ
ϲ
ϳ
ϴ
ϵ
ϭϬ
ϭϭ
ϭϮ
ϭϯ
ϭϰ
ϭϱ
ϭϲ
ϭϳ
ϭϴ
ϭϵ
ϮϬ
Ϯϭ
ϮϮ
Ϯϯ
Ϯϰ
Ϯϱ
WĂŐĞͮϳϬ
ϮϬϮϰ^ŽŶĐƌĞƚĞĂŶŽĞŽŵƉĞƚŝƚŝŽŶΡZĞƋƵĞƐƚĨŽƌWƌŽƉŽƐĂůƐ
Ύ
ĂƌĞƚŚĞƌĞŶŽƚŝĐĞĂďůĞĐŽůĚũŽŝŶƚƐŝŶƚŚĞĐŽŶĐƌĞƚĞ͖
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ƚŚĞ͞ůƵŵƉŝŶĞƐƐ͟ŽĨƚŚĞĐŽŶĐƌĞƚĞ͖
Ύ
ƚŚĞĐŽŶƐŝƐƚĞŶĐLJŽĨƚŚĞǁĂůůƚŚŝĐŬŶĞƐƐ͖
Ύ
ƚŚĞĐŽŶƐŝƐƚĞŶĐLJŽĨĐŽŶĐƌĞƚĞĐŽůŽƌ;ƐͿ͖
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ƚŚĞĐŽŶƐŝƐƚĞŶĐLJŽĨĐŽŶĐƌĞƚĞŵĂƚĞƌŝĂůƐ;ŝ͘Ğ͘ĂƌĞƚŚĞƌĞĐůƵŵƉƐŽĨĨŝďĞƌƐǀŝƐŝďůĞ͕ĂƌĞƚŚĞƌĞŽƚŚĞƌĂƌĞĂƐƚŚĞ
ĐŽŶĐƌĞƚĞǁĂƐĐůĞĂƌůLJŶŽƚŵŝdžĞĚǁĞůů͕ĞƚĐ͘Ϳ͖
Ύ
ŝƐƚŚĞƌĞŝƐĂŶLJĐƌĂĐŬŝŶŐŽƌŵŝĐƌŽͲĐƌĂĐŬŝŶŐ͖
Ύ
ŝƐĂŶLJƌĞŝŶĨŽƌĐĞŵĞŶƚŵĞƐŚǀŝƐŝďůĞ͖
Ύ
ŝĨƚŚĞƌĞŝƐĂŶLJĐŽŶĐƌĞƚĞĐŚŝƉƉĞĚŽĨĨ;ĞŝƚŚĞƌĚƵĞƚŽƉŽŽƌĐŽŶƐƚƌƵĐƚŝŽŶŽƌŵŝƐŚĂŶĚůŝŶŐŽĨƚŚĞĨŝŶŝƐŚĞĚĐĂŶŽĞͿ͖
Ύ
ĂƌĞƚŚĞƌĞĂŶLJŽƚŚĞƌŐĞŶĞƌĂůƋƵĂůŝƚLJĐŽŶƚƌŽůŝƐƐƵĞƐ
Ύ
ƚŚĞƐŵŽŽƚŚŶĞƐƐŽĨƚŚĞĨŝŶŝƐŚ͖
Ύ
ŝĨƚŚĞƌĞĂƌĞŶŽƚŝĐĞĂďůĞǀŽŝĚƐͬ͞ďƵŐŚŽůĞƐ͟ŝŶƚŚĞĐŽŶĐƌĞƚĞ͖
Ύ
ƚŚĞŝŶƚƌŝĐĂĐLJŽĨŐƌĂƉŚŝĐƐ͖
Ύ
ŚŽǁ͚ĐůĞĂŶ͛ƚŚĞĞĚŐĞƐŽĨƚŚĞŐƌĂƉŚŝĐƐĂƌĞ͖
Ύ
ƚŚĞĞdžĞĐƵƚŝŽŶŽĨǀĂƌŝŽƵƐƚĞĐŚŶŝƋƵĞƐƵƐĞĚĨŽƌĐƌĞĂƚŝŶŐƚŚĞĂĞƐƚŚĞƚŝĐƐ;ŝ͘Ğ͘ĐŽůŽƌĞĚĐŽŶĐƌĞƚĞ͕ƐĂŶĚďůĂƐƚŝŶŐ͕ϯͲĞůĞŵĞŶƚƐ͕ĞƚĐ͘Ϳ͖
Ύ
ĞǀĂůƵĂƚŝŽŶŽĨƚŚĞŽǀĞƌĂůůƚŚĞŵĞĂŶĚŚŽǁŝƚĨŝƚƐǁŝƚŚƚŚĞĂĞƐƚŚĞƚŝĐƐͬŐƌĂƉŚŝĐƐ
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ŝƐƚŚĞĐƌŽƐƐͲƐĞĐƚŝŽŶĨƵůůƐĐĂůĞĂŶĚŝƐƚŚĞŵŽůĚƐŚŽǁŶ
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ŝƐƚŚĞĐƌŽƐƐͲƐĞĐƚŝŽŶƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶƉƌŽĐĞƐƐĂĐƚƵĂůůLJƵƐĞĚ͖
Ύ
ĂƌĞĂůůƚŚĞůĂLJĞƌƐŽĨĐŽŶĐƌĞƚĞƐŚŽǁŶĂŶĚĚĞŵŽŶƐƚƌĂƚĞƚŚĞĐŽŶĐƌĞƚĞĐĂƐƚŝŶŐƉƌŽĐĞƐƐ͖
Ύ
ĂƌĞĂůůƚŚĞŵĂƚĞƌŝĂůƐƵƐĞĚƐŚŽǁŶ;ŝ͘Ğ͘ƌĞŝŶĨŽƌĐĞŵĞŶƚ͕ŵŽůĚ͕ŐƌĂƉŚŝĐƐĂƉƉůŝĐĂƚŝŽŶ͕ƐĞĂůĞƌ͕ĞƚĐͿ͖
Ύ
ĂƌĞĂůůƚŚĞƉƌŽĐĞƐƐĞƐĐůĞĂƌůLJůĂďĞůĞĚ͖
Ύ
ŝĨĂƉƉůŝĐĂďůĞ͕ĂƌĞƚŚĞƌĞĂŶLJĐŽŵƉŽŶĞŶƚƐŚŝŐŚůŝŐŚƚŝŶŐŶĞǁŽƌŝŶŶŽǀĂƚŝǀĞƉƌŽĐĞƐƐĞƐ͖
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ŝƐƚŚĞĞŶƚŝƌĞƉƌŽĐĞƐƐĨƌŽŵƐƚĂƌƚƚŽĨŝŶŝƐŚĞĂƐLJƚŽĨŽůůŽǁ
Ύ
ŚŽǁƚŚĞƉƌŽĚƵĐƚĚŝƐƉůĂLJŝƐŽƌŐĂŶŝnjĞĚĂŶĚŝƐŝƚĞĂƐLJƚŽĨŝŶĚǀĂƌŝŽƵƐĐŽŵƉŽŶĞŶƚƐ͖
Ύ
ĂƌĞĂůůƚŚĞƌĞƋƵŝƌĞĚƐĂŵƉůĞŝƚĞŵƐƉƌĞƐĞŶƚĂŶĚŽĨƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐŝnjĞ͖
Ύ
ĂƌĞƚŚĞŝƚĞŵƐůĂďĞůĞĚĂŶĚĞĂƐLJƚŽƌĞĂĚ͖
Ύ
ŝĨĂƉƉůŝĐĂďůĞ͕ĂƌĞƚŚĞƌĞĂŶLJĐŽŵƉŽŶĞŶƚƐŚŝŐŚůŝŐŚƚŝŶŐŶĞǁŽƌŝŶŶŽǀĂƚŝǀĞƉƌŽĐĞƐƐĞƐ͖
Ύ
ŝĨƚŚĞƌĞĂƌĞŵŽƌĞƚŚĂŶƚŚĞƌĞƋƵŝƌĞĚŝƚĞŵƐŽŶƚŚĞƉƌŽĚƵĐƚĚŝƐƉůĂLJ͕ĚŽƚŚĞLJŚĞůƉƚŽƉƌŽǀŝĚĞŝŶƐŝŐŚƚƚŽǀĂƌŝŽƵƐƚĞƐƚƐŽƌƌĞƐĞĂƌĐŚ
ƉĞƌĨŽƌŵĞĚĚƵƌŝŶŐƚŚĞƉƌŽũĞĐƚ͖
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ĂƌĞƚŚĞƉƌŽĚƵĐƚĚŝƐƉůĂLJ͕ĐƌŽƐƐͲƐĞĐƚŝŽŶ͕ĂŶĚĐĂŶŽĞƐƚĂŶĚƐĞĨĨĞĐƚŝǀĞůLJŝŶƚĞŐƌĂƚŝŶŐƚŚĞĐĂŶŽĞƚŚĞŵĞ
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ŝƐƐƵƐƚĂŝŶĂďŝůŝƚLJŚŝŐŚůŝŐŚƚĞĚĂƐƌĞůĞǀĂŶƚ
WƌŽĚƵĐƚ ŝƐƉůĂLJ ʹdŚĞŝŶƚĞŶƚŽĨƚŚĞWƌŽĚƵĐƚŝƐƉůĂLJŝƐƚŽĞǀĂůƵĂƚĞŚŽǁĐƌĞĂƚŝǀĞůLJĂŶĚĞĨĨĞĐƚŝǀĞůLJƚŚĞĚŝƐƉůĂLJƐŚŽǁĐĂƐĞƐƚŚĞŽǀĞƌĂůů͞ďŝŐƉŝĐƚƵƌĞ͟ŽĨƚŚĞ
ĞŶƚŝƌĞĐĂŶŽĞͬĐƌŽƐƐͲƐĞĐƚŝŽŶͬƚĂďůĞĚŝƐƉůĂLJƐĞƚƵƉǁŚŝůĞŝŶĐŽƌƉŽƌĂƚŝŶŐĂůůƚŚĞƌĞƋƵŝƌĞĚĚŝƐƉůĂLJŝƚĞŵƐ͘^ŽŵĞƚŚŝŶŐƐƚŽĐŽŶƐŝĚĞƌŝŶĐůƵĚĞ͕ďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚ
ƚŽ͗
ƵƌĂďŝůŝƚLJʹ͚^ƵƌǀŝǀŝŶŐƚŚĞƌŝŐŽƌƐŽĨƚŚĞĐŽŵƉĞƚŝƚŝŽŶĂŶĚƌĂĐĞƐ͛ʹ^ĞĞƐĞĐƚŝŽŶϲ͘ϲƵƌĂďŝůŝƚLJĂŶĚZĞƉĂŝƌƐĂŶĚdžŚŝďŝƚϭϬ͘
&/E>WZKhdWZKdKdzW
ĞůŽǁĂƌĞĂůŝƐƚŽĨĚĞƐĐƌŝƉƚŝŽŶƐ͕ŐƵŝĚĞůŝŶĞƐ͕ĂŶĚƚŚŝŶŐƐƚŽĐŽŶƐŝĚĞƌǁŚŝůĞũƵĚŐŝŶŐƚŚĞ&ŝŶĂůWƌŽĚƵĐƚWƌŽƚŽƚLJƉĞ͘EŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞŶŽƚƚŽďĞƚŚŽƵŐŚƚŽĨ
ĂƐĂŶ͞ĂůůͲŝŶĐůƵƐŝǀĞůŝƐƚ͘͟hůƚŝŵĂƚĞůLJ͕ŝƚŝƐƵƉƚŽĞĂĐŚŝŶĚŝǀŝĚƵĂůũƵĚŐĞƚŽƉƌŽǀŝĚĞĂƐĐŽƌĞĨŽƌĞĂĐŚĐĂƚĞŐŽƌLJĂŶĚƉƌŽǀŝĚĞĐŽŶƐŝƐƚĞŶƚƐĐŽƌŝŶŐĨƌŽŵƐĐŚŽŽůƚŽ
ƐĐŚŽŽů͘
ĂŶŽĞ tŽƌŬŵĂŶƐŚŝƉ ʹdŚĞŝŶƚĞŶƚŽĨĂŶŽĞtŽƌŬŵĂŶƐŚŝƉŝƐƚŽĞǀĂůƵĂƚĞƚŚĞďƵŝůĚƋƵĂůŝƚLJŽĨĂĐĂŶŽĞ͘DŽƐƚŝƚĞŵƐŝŶƚŚŝƐĐĂƚĞŐŽƌLJĂƌĞƌĞůĂƚĞĚƚŽ
ĐŽŶƐƚƌƵĐƚŝŽŶŽĨƚŚĞĐĂŶŽĞŝƚƐĞůĨ͘^ŽŵĞƚŚŝŶŐƐƚŽĐŽŶƐŝĚĞƌŝŶĐůƵĚĞ͕ďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽ͗
džƚĞƌŝŽƌ ĂŶĚ /ŶƚĞƌŝŽƌ &ŝŶŝƐŚ ʹdŚĞŝŶƚĞŶƚŽĨƚŚĞdžƚĞƌŝŽƌĂŶĚ/ŶƚĞƌŝŽƌ&ŝŶŝƐŚŝƐƚŽŵŽƐƚůLJĞǀĂůƵĂƚĞƚŚĞƉŽƐƚͲĐŽŶƐƚƌƵĐƚŝŽŶƉƌŽĐĞƐƐĞƐĂŶĚŐĞŶĞƌĂů
ĂĞƐƚŚĞƚŝĐƐ͘^ŽŵĞƚŚŝŶŐƐƚŽĐŽŶƐŝĚĞƌŝŶĐůƵĚĞ͕ďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽ͗
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2024 ASCE Concrete Canoe Competition Request for Proposals
PROJECT PROPOSAL DEDUCTION SCORE CARD
School: _____________________________________
Infraction Deduction
(Circle those that apply)
A. Use of plagiarized material Disqualification
B. Project Proposal over specified number of pages ( ____ page(s)) x 10 units/page ______ Units
C. Project Proposal, Mix Design Sheets, or Materials Notebook received after deadline 30 Units
D. Failure to submit a Preliminary Project Schedule, Pre-Qualification
Form, and/or Letter of Intent by deadline 10 Units
Total Deductions (Project Proposal) ______Units
Please provide information on the infraction(s) being applied:
____________________________________________________________________________________
____________________________________________________________________________________
Teams shall have until (day/time) ______________________ to either agree with the infractions listed above or to
appeal the decision and provide supporting documentation.
FOR TEAM CAPTAINS ONLY
We agree with the infractions and deductions applied to the Project Proposal
We wish to appeal the following infractions (circle those that apply):
ABCD
__________________________________ __________________________________
Team Captain Team Captain
FOR COMPETITION OFFICIAL USE ONLY
Upon review of the Appeal Form (and any supporting documentation) provided by the team captain:
The deductions originally determined by the judges shall stand.
The deductions for the following infractions shall be rescinded (circle those that apply):
ABCD
The total deduction for the Project Proposal is ______ Points.
____________________________________ Head Judge
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2024 ASCE Concrete Canoe Competition Request for Proposals
FINAL PRODUCT PROTOTYPE DEDUCTION SCORE CARD
School: _____________________________________
Infraction Deduction
(Circle those that apply)
A. Canoe not built within current academic year; cannot race due to design No Final Product Points
or safety issues, or cannot complete preliminary sprint and endurance events
B. Reinforcement thickness exceeds 50% of canoe thickness No Final Product Points
C. Use of Bondo®, epoxy, or similar materials for construction or repairs No Final Product Points
D. Use of more than 3 concrete mixtures No Final Product Points
E. Use of prohibited materials No Final Product Points
F. Flotation not within 3 ft of bow and/or stern or flotation not encased in concrete 10 Units
G. Non-compliant or non-approved concrete mix, materials, admixtures, or finishing materials 15 Units
H. Reinforcement does not meet Percent Open Area requirements 15 Units
I. Product display does not adequately show design process (7.3.1) 5 Units
J. Product display does not include all required display components (7.3.4) 5 Units
Society-wide Only
K. Reported concrete oven dry unit weight compared to measured unit weight >5 lb/ft3 5 Units
L. Measured weight of canoe not within the max of ±10 lbs or ±5% of the reported weight 15 Units
M. School granted permission to repair / reconstruct canoe 25 / 50 Units
Flotation Test: PASS / FAIL 50 Units
Nuisance Deduction: If Deduction G is rescinded by MTDS resubmittal, this deduction line will apply 5 Units
Total Deductions (Final Product Prototype) ______ Units
Please provide information on the infraction(s) being applied:
____________________________________________________________________________________
____________________________________________________________________________________
Teams shall have until (day/time) ______________________ to either agree with the infractions listed above or to
appeal the decision and provide supportive documentation.
We agree with the infractions and deductions applied to the Project Proposal
We wish to appeal the following infractions (circle those that apply):
ABCDEFGHIJKLM
__________________________________ __________________________________
Team Captain Team Captain
Upon review of the Appeal Form (and any supporting documentation) provided by the team captain:
The deductions originally determined by the judges shall stand.
The deductions for the following infractions shall be rescinded (circle those that apply):
A B C D E F G H I J K L M The total deduction for the Final Product Prototype is ______ Points.
____________________________________ Head Judge
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2024 ASCE Concrete Canoe Competition Request for Proposals
REQUEST FOR CLARIFICATIONS AND APPEALS
Instructions: Completed forms must be submitted by a Team Captain to the Head Judge. Requests will not be
considered once the competition has concluded. All decisions of the judges are final.
School Name:
Team Captain(s):
Nature of Inquiry:
( ) Project Proposal
( ) Technical Presentation
( ) Final Product Prototype
( ) Race Demonstration
( ) Other: _____________________________
Briefly Describe Nature of Inquiry or Appeal: (Continue on reverse side if more space is needed).
[Conference Only] We formally request that the C4 member on-call be contacted in order
to obtain an official interpretation or clarification regarding this matter.
Rules & Regulations Section(s) Referenced:
Team Captain's Signature: __________________________________________
Team Captain's Signature: __________________________________________
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