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CE330 Southern Illinois University Civil Engineering Materials Report

I have a lap report for Civil Engineering MaterialsI will attach the lap manual and data for the experiment. Also I will attach the rubric so please follow it exactly.The lab is called Wet ConcretePlease consider the Data Sheet as your primary results and finish the calculation in it if needed as the lap manual asks. Also attach the graphs neededAlso please answer the questions in the end of lap manual , they are important

CE 330 Civil Engineering Materials Lab (Fall 2019)
Tuesday – 2:00 PM to 3:50 PM / Thursday- 9 AM to 10:50 AM
Sandeep Burra (burra@siu.edu)
Mailbox: CEE dept. office (has my last name on it)
Office EGRD 29
Office Hours: Tuesday 1-2 PM & Thursday 11 AM – 12 PM or by appointment
Tentative Lab Schedule
1) Introduction
2) Coarse & Fine Aggregate
3) Cement sitting time
4) Asphalt
5) Wet concrete
6) Compression/Tension Tests to concrete samples (7th day)
7) Timber + Compression/Tension Tests to concrete samples (14th day)
8) Cured Concrete (28th day)
9) Concrete beam flexural
There will be a quiz before each lab. The quiz will be 15% of the total lab grade, report will be
70%, and final exam will be 15%.
Labs are due by the start of the session on the dates indicated. Labs have to be submitted in class
(Hard Copy)
The lab you submit must match the formatting provided by the T.A. or half credit will be given.
1” Margins, double spacing, and Arial font size 16 and 12 shall be used. A descriptive example is
attached.
Each lab is worth 200 points except the Wet & cured concrete lab is worth 400 pts. Scoring for
each will be as indicated on the attached example lab.
SOUTHERN ILLINOIS UNIVERSITY AT CARBONDALE
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
CE 330: CIVIL ENGINEERING MATERIALS LABORATORY
SECTION NUMBER: 00X
LAB NAME
LAB NUMBER: X
DATE PERFORMED: Month XX, 2017
SUBMITTED BY: Your Name
DATE SUBMITTED: Month XX, 2017
TA: Sandeep Burra
TABLE OF CONTENTS
Cover (10 pts)…………………………………………………………………………………..1
Table of Contents (10 pts)…………………………………………………………………….2
Scope (20 pts)………………………………………………………………………………….3
Significance (30 pts)……………………………………………………………………………X
Apparatus (20 pts)………………………………………………………………………..……X
Procedure (20 pts)……………………………………………………………………………..X
Calculations (20 pts)………………………………………………………… …………………X
Results (30 pts)…………………………………………………………………………………X
Conclusion (40 pts)…………………………………………………………………………….X
SCOPE
The scope of the report should state the purpose of the lab, the materials tested
and the properties being tested for.
SIGNIFICANCE
This section should describe the importance of the experiment to a civil engineer.
State the practical applications of the properties being tested for.
APPARATUS
Number and list all the instruments and machines used in the process of the lab.
Attach drawings or pictures as needed.
PROCEDURE
List the steps of the procedure, include all of the information necessary to
complete the lab. If multiple tests are performed, break the different procedures up
separately with the necessary sub-headings.
CALCULATIONS
Type all equations with variables as well as a typed sample equation showing
values obtained in the lab used in the experiment like so: =
− ±√ 2 −4
2
You can do
this in 2013 Microsoft Word by going to “Insert” and selecting “object” and then choosing
“Microsoft Equation 3.0” from the list. In 2007 Microsoft Word you go to “insert” and
then select the “equation” tab on the right. You must also identify all the variables and
their units.
RESULTS
Show all data recorded in class and all the calculated values. Please organize
this data into tables and charts. Properly title and label all axes, graphs, tables etc. Do
NOT attach the raw data sheets obtained in class.
Table 1 : Load and deflection data for all three types of beams
Load(Ib)
RECTANGULAR
LOAD
DEFLECTION
100
0.065
200
0.089
300
0.108
400
0.121
500
0.135
600
0.141
SMALL I-BEAM
LOAD
DEFLECTION
100
0.103
200
0.138
300
0.162
400
0.183
500
0.202
600
0.218
5000
4500
4000
3500
3000
2500
2000
1500
1000
500
0
BIG I-BEAM
LOAD
DEFLECTION
100
0.059
200
0.085
300
0.105
400
0.121
500
0.136
600
0.15
0.792, 4430
0.681, 3300
0.959, 3600
RECTANGULAR
SMALL I-BEAM
BIG I-BEAM
0
0.2
0.4
0.6
0.8
1
1.2
Deflection (in)
Figure 1: Load vs deflection for all three types of beams
CONCLUSION
Restate the importance and purpose of the lab and answer the questions posed.
What do the graphs, data collected, and calculated values tell us? Show important
numerical values and explain what they mean. Compare and contrast numerical values.
State whether or not the results were what you had expected. If not, theorize as to why
the results were different than expected. Discuss three possible errors in the
experiment supported by numerical values if possible.
Surab
NAUTHORIZED DESESSION OF THIS
OF STATE
SOUTHERN ILLINOIS UNIVERSITY
ELE
International
403114
MODEL
ELEC SPEC
SOILTEST Division
LAKE BLUFF BR 0044 USA
1042

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