Chief Board Testing

Front 1

Convert:

Formula for Board Feet?

Back 1

Length x Width X Thickness divided by 12

Front 2

What is the 'Rule of Thumb' and How does it apply to concrete work?

Back 2

Def: Used to determine the amount of aggregate for Concrete estimation.

Rule 41 is used to calculate the quantities of material for concrete when the size of the coarseaggregate is not over 1 inch. Rule 42 is used when thesize of the coarse aggregate is not over 2 1/2 inches

Front 3

Formula for designing Concrete mix?

Back 3

1. Determine 'Rule of Thumb'
2. Add numbers in design mix
3. Divide 'Rule of Thumb' by factor
4.Multiply each figure in mix design by Prime Factor
5.Determine cu.yds. of slab/wall/etc
6.Multiply cu.yds. by amount of each ingredient required for one cubic yard.

Front 4

Conversion:

FT to Inches

Inches to FT

Back 4

Multiply by 12

Divide by 12

Front 5

Conversion:

Yard to Inches

Inches to Yards

Back 5

Multiply by 36

Divide by 36

Front 6

Conversion:

Yard to FT

FT to Yards

Back 6

Multiply by 3

Divide by 3

Front 7

Conversion:

Inches to 16ths

16th to Inches

Back 7

Multiply by 16

Divide by 16

Front 8

Conversion:

Sq Ft to Sq inches

Sq Inches to Sq Ft

Back 8

Multiply by 144

Divide by 144

Front 9

Conversion:

Square Yards to Square Feet

Square Feet to Square Yards

Back 9

Multiply by 9

Divide by 9

Front 10

Conversion:
CU YD ~ CU FT

CU FT ~ CU YD

Back 10

Multiply by 27

Divide by 27

Front 11

Conversion:

CU FT ~ CU IN
CU IN ~ CU FT

Back 11

Multiply by 1728

Divide by 1728

Front 12

Define:

PYTHAGRUM THERUM

Back 12

The theorem that the sum of the squares of the lengths of the sides of a right triangle is equal to the square of the length of the hypotenuse.

The Pythagorean theorem is: a2 + b2=c2

Front 13

Formula:

AREA OF A TRIANGLE

Back 13

A x B /2 ½ B x H

A = Area
B = Base
H = Height

Front 14

Formula:

Area of a Rectangle object

Back 14

SQ AREA = L x W

Front 15

Formula:

VOLUME OF A RECT.

Back 15

VOLUME = L x W x H/Thickness

Front 16

Define:

Rule of RATIO AND PROPORTIONS

Back 16

Def:
RULE: THE PRODUCT OF THE MEANS IS EQUAL TO THE EXTREMES.

EXAMPLE: IF A 6’ POLE CASTS A SHADOW 4’ LONG, HOW TALL SHOULD THE POLE BE IN ORDER TO CAST A SHADOW OF 20’?

Front 17

Define:

Board feet Formula

Back 17

T x W X L / 12

T x W x L x Pieces / 12

T x W x L x Pieces x Cost / 12

Or

T” x W” x L’ x PCS x COST / 12

Front 18

Formula:

CIRCUMFRENCE

Back 18

C = 3.14 x D

Front 19

Formula:

Diamater

Back 19

D = C / 3.14 or D = 2 x R

Front 20

Formula:

Radius

Back 20

R = D / 2

Front 21

Formula:

Area

Back 21

A =3.14 x R²

Front 22

Formula:

Lateral Surface

Back 22

3.14 x D x H

Front 23

Formula:

Volume of Cylinder

Back 23

3.14 x R² x H

Front 24

Calculate:

CALCULATING MORTAR Formula

GIVENS: SIZE OF BLOCK ex. 8” W X 8” H X 16” L
WALL DIMENTION 6’ H X 25’ L

Back 24

1. CALCULATE SQUARE FOOTAGE OF WALL2.
2. CONVERT AREA TO FRACTION OF 100’s
3. MULTIPLY THE NUMBER OF SQUARES BY FACTOR FROM TABLE 4-2
Ex. 1.5 X 3.25= 4.875= 4.88 Cu Ft OF MORTAR
4.CONVERT CUBIC FEET OF MORTAR TO CUBIC YARDS

Front 25

Calculate:

How many CMU blocks are in cement wall that is 90 x12

Back 25

1217 Blocks are needed.

Steps:

1. Area of CMU wall
2. Area of CMU block (8x16) standard
3. Divide CMU Wall by CMU block

Front 26

Define:

What is total run

Back 26

Span / 2

Front 27

Define:

Rafter Line Length

Back 27

Bridge Measure(”) x Total run(’) = Rafter line length(”)

Front 28

Define:

Tail Line Length

Back 28

Bridge Measure(”) x Projection(’) = Tail line length(”)

Front 29

Define:

Collar Tie Line Length

Back 29

Drop(”) x 2
----------------- = Collar Tie Line length(’)
Unit of Rise(”)

Front 30

Define:

Total Rise

Back 30

Unit of Rise(”) x Total Run(’)= Total Rise(”)

Front 31

Define:

Height of Ridge Board

Back 31

Total Rise(”) + Thickness above birds mouth(”) = Height of ridge board(”)

Front 32

Define:

Give formula for heights of gable end studs

Back 32

Unit of rise(”) Common difference of gable end stud(”)
------------- = --------------------------------------------------------
Unit of run(”) On center spacing of gable end studs(”)

Front 33

Calculate:

How many strip shingles are in a bundle

Back 33

27

Front 34

Calculate:

How many bundles of strip shingles are in a square

Back 34

3

Front 35

Calculate:

How many square feet of strip shingles are in a square

Back 35

100 sq feet

Front 36

Calculate:

Total # of steps in a Stringer

Back 36

Total Rise (“) ÷ 7 (Given) = Number of steps

Front 37

Calculate:

Unit of rise for stringer

Back 37

Total Rise (“) ÷ 7 (Given) = Number of steps

Total Rise (“) ÷ Number of steps = Unit of rise (“)

Front 38

Calculate:

Unit of Run in a stringer

Back 38

Total Rise (“) ÷ 7 (Given) = Number of steps

Total Rise (“) ÷ Number of steps = Unit of rise (“)

17 ½ “ (Given) – Unit of Rise (“) = Unit of Run (“)

Front 39

Calculate:

Total run for a stringer

Back 39

Total Rise (“) ÷ 7 (Given) = Number of steps

Total Rise (“) ÷ Number of steps = Unit of rise (“)

17 ½ “ (Given) – Unit of Rise (“) = Unit of Run (“)

Unit of Run (“) X Number of Steps = Total Run (“)

Front 40

Calculate:

Length of Stringer

Back 40

Total Rise (“) ÷ 7 (Given) = Number of steps

Total Rise (“) ÷ Number of steps = Unit of rise (“)

17 ½ “ (Given) – Unit of Rise (“) = Unit of Run (“)

Unit of Run (“) X Number of Steps = Total Run (“)
Total Rise(’)² + Total Run(’)² = Length of Stringer(’)
__
A² + B² = C²= ℘ C

Front 41

Define:

BUPERSINST 1610.10

Back 41

NAVY PERFORMANCE EVALUATION SYSTEM

Front 42

Define:

NAVEDTRA 14144

Back 42

MILITARY REQUIREMENTS FOR CHIEF PETTY OFFICER

Front 43

Define:

NAVEDTRA 14145

Back 43

MILITARY REQUIREMENTS FOR PETTY OFFICER FIRST CLASS

Front 44

Define:

NAVEDTRA 14325

Back 44

MILITARY REQUIREMENTS, BASIC (BMR)

Front 45

Define:

NAVPERS 15878

Back 45

CAREER COUNSELOR HANDBOOK

Front 46

Define:

OPNAVINST 3500.39

Back 46

OPERATIONAL RISK MANAGEMENT

Front 47

Define:

OPNAVINST 5350.4

Back 47

DRUG AND ALCOHOL ABUSE PREVENTION AND CONTROL

Front 48

Define:

OPNAVIST 5354.1

Back 48

NAVY EQUAL OPPORTUNITY (EO) POLICY

Front 49

Define:

SECNAV M-5510.30

Back 49

DEPARTMENT OF THE NAVY PERSONNEL SECURITY PROGRAM

Front 50

Define:

SECNAVINST 1752.4

Back 50

SEXUAL ASSAULT PREVENTION AND RESPONSE

Front 51

Define:

SECNAVINST 5300.26

Back 51

DEPARTMENT OF THE NAVY (DON) POLICY ON SEXUAL HARASSMENT

Front 52

Define:

29CFR PART 1926

Back 52

SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION; SUBPART X

Front 53

Define:

COMFIRSTNCDINST 4400.3A

Back 53

SEABEE SUPPLY MANUAL

Front 54

Define:

COMSECONDNCB/COMTHIRDNCBINST 3122.1

Back 54

EMBARKATION MANUAL

Front 55

Define:

NAVEDTRA 14040

Back 55

BLUEPRINT READING AND SKETCHING; APPENDIX 3; CHAPTER 3

Front 56

Define:

NAVEDTRA 14043A

Back 56

BUILDER BASIC

Front 57

Define:

NAVEDTRA 14045A

Back 57

BUILDER ADVANCED

Front 58

Define:

NAVEDTRA 14069A

Back 58

ENGINEERING AID BASIC; CHAPTER 11, 2

Front 59

Define:

NAVEDTRA 14081A

Back 59

EQUIPMENT OPERATOR BASIC; CHAPTER 11, 2

Front 60

Define:

NAVEDTRA 14167F

Back 60

NAVAL SAFETY SUPERVISOR; CHAPTER 1, 11

Front 61

Define:

NAVEDTRA 14233

Back 61

NAVAL CONSTRUCTION FORCE/SEABEE 1 & C

Front 62

Define:

NAVEDTRA 14234

Back 62

SEABEE COMBAT HANDBOOK, VOL 1

Front 63

Define:

NAVEDTRA 14235

Back 63

SEABEE COMBAT HANDBOOK, VOL 2

Front 64

Define:

NAVFAC P-1162

Back 64

CONSTRUCTION BATTALION BATTLE SKILS GUIDE, BOOK 3

Front 65

Define:

NAVFAC P-1163

Back 65

CONSTRUCTION BATTALION BATTLE SKILLS GUIDE, BOOK 4

Front 66

Define:

NAVFAC P-405

Back 66

SEABEE PLANNERS AND ESTIMATORS HANDBOOK

Front 67

Define:

NAVSEAINST 4790.8

Back 67

SHIPS MAINTENANCE AND MATERIAL MANAGEMENT
(3-M) MANUAL; CHAPTER 1

Front 68

Define:

NCF CLH

Back 68

SEABEE CREWLEADERS HANDBOOK