1. Test Method for Density of Hydraulic Cement)
1.
(
(Mixed
Cement)
(Kerosene)
2.
1

2. 2
3.
3.1
(Le Chatelier Flask)
1.1.1
3.2
3.3
3.4
(Thermometer)
(Water Bate)
3.5
3.6
0.1
(Kerosene)
(Naphtha)
0.731
4.
4.1
Type1
4.2
Type 2
4.3

3. 3
64
1
2
5.
5.1
0
20
-
1
-
0.02
30
3
5.2
5.3
30
3

4. 4
0.2
6.
6.1
P
=
P
=
W
=
V
=
W
V
/
3
6.2
2
0.03
/
6.3
7.
3
.

5. 5
ASTM C188-89 “ Standard Test Method for
Density of Hydraulic Cement”
8.
8.1
8.1.1
8.1.2
8.2
8.2.1
(
)
8.2.2
(
)
8.2.3
(Le
Flask)
(
-
Chatelier
)

6. 6
1.1.1
(ASTM C188 – 95)

7. 7

8. 8
9.
………………………………………
…………………………………......
…………………………….
………………………………….....
…………………………….
……………………………………
1
(
.
.)
(
+
)
(
(
.
.
.)
.)
2

9. 9
(
/
.
.)
(-)
(Test Method for Fineness of Portland Cement by Air
Permeability Apparatus )
1.
(Hydration)

10. 10
3
(
Blaine
Air
)
Permeability
2.
3.
Blaine Air Permeability
3.1
3.2
(Permeability
(Perforated
1.2
Cell)
Disk)

11. 11
3.3
(Plunger)
3.4
(Filter
Paper)
Type1
General Specilication for Paper Filtering (UU-
B
P-236)
3.5
(Manometer
U
tube)
1.2.1
3.6
(Liquid
Manometer)
(DibutylPhthalate)
(Dibutyl 1
1.2
benzene-dicarboxylate)
(Light Grade of Mineral oil)
3.7
(Timer)
0.5
60
1
60 - 300
3.8
3.9
0.001
^ CS Reagent Grade

12. 12
3.10

13. 13
1.2
(ASTM C 204)
(Density of Mercury Viscosity of Air (  ) and

at Given
Temperatures)
Room
Density of
Temperature
Mercury
C
Mg / m 3
Viscosity of
Air


Pa.s
18
13.55
17.98
4.24
20
13.55
18.08
4.25
22
13.54
18.18
4.26
24
13.54
18.28
4.28

14. 14
26
13.53
18.37
4.29
28
13.53
18.47
4.30
30
13.52
18.57
4.31
32
13.52
18.67
4.32
34
13.51
18.76
4.33
4.
4.1
NIST
4.2
114p
Type 1 , 3
5.
5.1
2
Permeability
5.1.1
(Calibration
of
Apparatus)
(Bulk Volume of Compacted Bed of
Powder)
Permeability

15. 15
1.
2
(Plunger)
2.
3.
(WA )
4.
2.80±0.001
5.
1
2
(c)

16. 16
6.
WB
7.
V
(W A  WB )
D
=
………………………… (1)
=
V
:
.
.
WA =
:
WB =
:
D
=
(
1.2.1)
8.
±0.005
.
.

17. 17
5.1.2
Permeability
1.
120
.
.
2
2
2.
W
=
VP(1 -  ) ………………………………………
(2)
=
W
:

=
(
/
V
.
)
=

.
=
(1)
(Porosity)
(
0.500±0.005)
3.
3.15
(Cement Bed)
3.1
1

18. 18
3.2
0.001
1
3.3
(Plunger)
90
4.
Permeability
4.1
4.2
4.3

19. 19
5.
Permeability
5.1
5.2
5.1.1(4)
(Plunger)
(2)
0.530±0.005
5.3
5.1.2 (3)
5.4
5.5
(Plunger)

20. 20
3
5.6
5.7
3
4
5.8
5.8.1
5.8.2
(Plunger)
5.8.3
5.8.4
5.9
5.10
.

21. 21
6.
(Specific
Surface)
S
=
SS
(3)
T
TS
S
=
SS
S
S S (b S ) 3 T
=
S
=
3 TS (b )
S
S S (b S ) 3  T

3
S
S
S
=
 (b ) 
S S  S (bS  S )  S 3 T
 (b ) 3 TS T
S
cm 2 / g
SS
TS  (b  )
3
S
=
=
cm 2 / g
(5)
(6)
S S  S (bS  S ) 3
=
S
(4)

TS
S
T
(7)
T
TS
(8)

22. 22
T
=
TS
=
S
S

=
( Pa.s)
S
=
(
Pa.s )

=
S
=

=
mg/m3
mg/m3
S
b
g/cm3
g/cm3
=
=

23. 23
bs
=
0.9
(3)
1.
(4)
(3)
2.
±30C
(4)
(5)
3.
(6)
(3)
(4)
(7)
4.
(3)
(8)
(4)
b
ASTM C204
7.
ASTM C204 Standard Test Method for Fineness of
Portland Cement by Air Permeability Apparatus
8.

24. 24
8.1
8.1.1
2
2%
2
8.1.2
8.2
8.2.1
8.2.2
8.2.3
Hydration
Heat of Hydration
8.2.4
W
C
(E)
9.
9.1
9.2
9.3
(Plunger)

25. 25
9.4
9.5
10.
10.1
10.2

26. 26
–
ASTM C305
(Practice for Mechanical Mixing of Hydraulic Cement
Paste and Mortars)
1.
(
ASTM
C305
+
)
(
+
+
)
ASTM

27. 27
2.
ASTM C305
3.
3.1
(Mixer)
2
140
±
5
rpm
285
0.8
2.1.1
±
10
–
2.5
rpm
.
4.37
3.2
.
(Scraper)
50
3.3
150
.
75
.
(Balance)
3.4
4.
4.1
1

28. 28
4.2
4.3
5.
5.1
5.2
5.3
30
140 ± 5 rpm
30
15
5.4
±
10
6.
6.1
6.2
6.3
285
rpm
1

29. 29
6.4
±
5
140
rpm
30
6.5
10 rpm
285 ±
30
6.6
6.7
90
15
285
±
10
rpm
60
7.
ASTM C305-82 (Reapproved 1987) “ Standard
Practice for Mechanical Mixing of
Paste and Mortars”
8.
8.1
8.2
Hydraulic Cement

30. 30
8.3
8.4
9.
9.1
9.2

31. 31
2.1.1
(ASTM C 305)

32. 32
(Test for Normal Consistency of Hydraulic Cement)
1.
ASTM
(Normal
Consistency)
2.
3.
3.1
(Mixer)

33. 33
2
140
±
5
rpm
285
0.8
±
–
10
rpm
2.5
.
2.1.1
4.37
3.2
:
±
0.05
%
0.0125
%
1
3.3
ASTM
200
C40
:
250
3.4
(Vicat
Apparatus)
2.2.1
3.4.1
A
3.4.2
3.4.3
B
B
C

34. 34
D
3.4.4
B
E
3.4.5
F
3.4.6
G
3.4.7
H
3.5
3.6
(Scoop)
(Scraper)

35. 35
2.2.1
(ASTM C 187 – 98)
4.
4.1
4.2
5.
5.1
650
5.2
6
15
5.3
Ring
.
Conical
(G)

36. 36
5.4
1
5.5
Ring
BasePlate
H
5.4
5.6
Base
Plate
Ring
Plunger (C)
5.7
Plunger
(C)
Ser-Screw
5.8
(
Indicator
)
30
5.9
(E)
(F)
E
E

37. 37
5.10
Plunger
Plunger
10 ± 1
.
5.11
5.1
5.10
Plunger
5.12
10
.
5.13
0.1%
0.5 %
6.
6.1
ASTM C187 - 98 Standard Test Method for
Normal Consistency of Hydraulic Cement

38. 38
6.2
ASTM C1005 - 91 Standard Specification
for Weights and Weighting Devices Use in the Physical
Testing of Hydraulic Cements
7.
7.1
7.1.1
7.1.2
7.1.3
(%)
7.2
7.2.1
(%)
7.2.2
………………………………
…………………..
…………………………..
………………………………………………………..

39. 39
…………………………………………………….
(C)
(
(W)
)
(
)
W
(%)
C
(
.)

40. 40
(Test for Time of Setting of Hydraulic Cement by Vicat
Needle)
1.
(Setting or
Stiffening)
(Hardening)
2
(Initial
Time)
Time)
Setting
(Final
Setting

41. 41
1.1
:
25
.
30
1.2
2.
:

42. 42
3.
3.1
:
±
0.1 %
3.2
:
200 – 250 ml
ASTM C490
3.3
2.2.1
2.2
4.
4.1
4.2
5.
500
2.1
6.
6.1
( ASTM
C191)
6.2
Ring
Conical
30
1.0

43. 43
.
6.3
30
(
6.4
(6.2)
)
–
(6.3)
6.4
.
15
30
10
25
(
.
3
)
6.5
6.6
(6.2)
–
(6.4)
7.1
“Properties of Concrete” A.M. Neville ELES
7.
and Pitman Publishing 1981
7.2
ASTM C191-82 “Standard Test Method for
Time of Setting of Hydraulic Cement by Vicat Needle”
8.
8.1
8.1.1

44. 44
8.1.2
8.1.3
8.2
8.2.1
8.2.2
8.2.3
………………………

45. 45
…………………………
…………………..
………………………………………………………
…………………………………………………..
(
)
(
.)

46. 46

47. 47
(Resistance to Abrasion of Small Size Course Aggregate
by Los Angeles Machine)
1.

48. 48
(Gradation)
(ASTM
C131)
20
20
1
12
500
35
2.
11
2
Los Angeles Machine

49. 49
3.
3.1
Los Angeles Machine
3.2
390
445
3.3
12
ASTM E 11
3.4
0.1
3.5
105
C
4.
110  5
C
(
)
3.1
3.1
–
110

50. 50
(
(
)
)
A
1
1250 ±
1
25
1250 ±
1
25
B
C
D
-
-
-
-
-
-
-
-
-
-
1250 ±
2500 ±
25
10
1250 ±
2500 ±
25
10
# 4
-
2500 ±
10
2500 ±
-
)
5.
# 8
(2.38
)
-
-
-
-
5000 ±
5000 ±
5000 ±
10
# 4 (4.76
)
-
5000 ±
(4.78
10
10
10
10
5000 ±
10

51. 51
5.1
1
5.2
3.2
3.2
. .
(
)
A
12
5000 ± 25
B
11
4584 ± 25
C
8
3330 ± 20
D
6
2500 ± 15
5.3
30 – 33
500
5.4
12
1
1
5.5
12
1

52. 52
5.6
12
12
110 
(
(
1
C
)
)
2
6.
12
7.

53. 53
8.

54. 54

55. 55
………………………………………………
……………………………………………
………………………………….
………………………………..............
(
(
1 1/2
)
1
1
1/4
1/4
# 4 (4.76
# 4 (4.78
)
) # 8 (2.38
)
)

56. 56
………………..
……………………………..
9.
.
………………………………
(1)
#
……………………………...
12
.
(2)
# 12
(1) – (2)
…………………………………
(3)
(3)
(1)
100

…………………………… %
#
……………………………..
12
.
(4)
12
………………………
(1) – (4)
(5)
(5)
(1)
………………………….. %
.

100

57. 57
(Specific Gravity and Absorption of Aggregate)
1.

58. 58
1.1
3
(1)
(2)
(Impermeable
Pore)
(3)
(Permeable Pore)
1.2
(Density)
/
1.2.1
(
)
(Density)
:

59. 59
X
(at X)=
Density
/
Density
(at
X)
=
/
1.2.2
(Absolute
Density)
Absolute Density (at X)
=
/
1.2.3
(Apparent
Density)
Apparent
Density
(at
X)=
/
Oven Dry
Apparent Density (at X)
=
(Oven Dry)/
1.2.4
(Bulk
Density)

60. 60
(Permeable
Pore)
Bulk
Density
(at
X)=
/
Bulk Density
(Saturated Surface Dry)
Bulk Density (at X and SSD Basis)
=
SSD /
1.3
(Specific Gravity of
Density) (
1.3.1
Relative
: -)
(Specific Gravity)
(
)
X
(
)
Y
Specific Gravity (at X,Y)
=
Density (of Material) (at X)/Density of Water (at Y)
1.4
(Apparent
Specific
Gravity)
Apparent Specific Gravity (at X,Y) = Apparent
Density
Y)
(at
X)/Density
of
Water
(at

61. 61
.
Density of Water at 20
Y
/
C=1
.
=
20
C
.
Apparent Specific Gravity (at X,20) = Apparent
Density (at X)
1.5
(Bulk Specific Gravity)
Bulk Specific Gravity (at X,Y)
= Bulk Density
(at X)/ Density of Water (at Y)
Density
/
.
.
Y = 20
Bulk
C
Bulk Specific Gravity (at X,20)
=
Bulk
Density (at X)
1.6
4
(SSD)
2
2.1
(

62. 62
2.2
(
)
3
3.1
3.1.1
:
1
.
0.1
±0.1 %
3.1.2
500
(Pycnometer)
.
.
3.1.3
40±3
90±3
.
75±3
3.1.4
.
.
(Tamper)
340±15
25±3
.
3.2
3.2.1
.
:
5
0.5
3.2.2
0.05
%
:

63. 63
3.1.1
3.2.3
:
3.35
3.2.4
.
:
3.2.5
:
4
4.75
.
4
4.1
1 000
4.2
5
5.1
Quartering
ASTM
C125
C125
ASTM
ASTM D75
5.2
5.2.1
1 000
110
±
5
3-4
.
(
30
)
24±4

64. 64
24
.
5.2.2
5.2.1
37.5
.
(
)
30
24±4
6
6.1
6.1.1
(SSD)
5
.
25
(SSD)

65. 65
6.1.2
500 ml(
B
)
6.1.3
(SSD)
500±10
90
(500 ml)
0.1
%
(
C
)
6.1.4
1.3
110±5
0.1
A)
6.2
6.2.1
(SSD)

66. 66
0.5
B
)
6.2.2
(
C
)
6.2.3
6.1.4 (
A)
7
7.1
Bulk Specific Gravity (Oven Dry)
=
Bulk Specific Gravity (SSD)
=
Apparent specific Gravity (Oven Dry)
=
A
(B  S  C)
S
(B  S  C)
A
(B  A  C)
Absorption (%)
A
=
 100
=
S
( S  A)
A
=
B
=
SSD

67. 67
C
=
7.2
Bulk Specific Gravity (Oven Dry)
=
Bulk Specific Gravity (SSD)
=
Apparent specific Gravity (Oven Dry)
=
A
(B  C)
B
(B  C)
A
( A  C)
Absorption (%)
A
C
Specific Gravity
7.3
100
)
=
(
SSD
( B  A) 
A
=
(
B
=
)
=
(
Absorption
(Specific Gravity)
)

68. 68
G Avg.
=
1/(P1/100G1)+(P2/100G2)+…………(Pn/100Gn
)
G Avg.
Specific Gravity
=
G1,G2…Gn=
Specific
Gravity
1,2…n
P1,P2…
Pn=
1,2…n
7.4
(Absorption)
G
Avg.
=
(P1A1/100)+(P2A2/100)+…………..(PnAn/100)
G Avg. =
A1,A2…An =
Absorption
Absorption
1,2…n
8
8.1
8.1.1
Bulk Specific Gravity
8.1.2
Bulk Specific Gravity (SSD)
8.1.3
Apparent Specific Gravity

69. 69
8.1.4
Absorption Capacity (% over
Oven-Dry Basis)
8.2
8.2.1
What is difference between
Apparent and Bulk Specific
Gravity?
8.2.2 If sample of sand sample is drier that SSD
condition, what would the determination of Bulk Specific
Gravity (SSD) be affected assuming the sample becomes
saturated during the test.
8.2.3 Would the apparent specific gravity be
affected in the same manner,explain?
9 Reference
9.1
ASTM C127 Standard Test Method for
Specific Gravity and Absorption of Coarse Aggregate
9.2
ASTM C128 Standard Test Method for
Specific Gravity and Absorption of Fine Aggregate
9.3
ASTM C70 Standard Test Method for
Surface Moisture in Fine Aggregate

70. 70
––

71. 71

72. 72
(Test for Sieve Analysis of Fine and Coarse Aggregates)
1.
(Gradation)

73. 73
(Segregation)
5.1
5.1
2.
3.

74. 74
3.1
9.5
.)
(
:
0.1
0.1
0.1
%
3.2
(
9.5
.)
:
0.5
0.1 %
3.3
1
1
2
,1,
3
4
:
,
1
2
,
3
8
No.4
3.4
:3,
8
No. 4, No. 8 , No. 16 , No. 30 No. 50
No. 100
3.5
4.
4.1
:
Quartering ( ASTM 075
4.2
95 %
8
#
300
85 %
4
5%
#8
#
500

75. 75
4.3
:
.
(
)
9.5 (3/8)
1
12.5 (1/2)
2
19.0 (3/4)
5
25.0 (1)
10
37.5 (1 ½)
15
5.
5.1
110±5
(

76. 76
5.2
5.3
(
)
5.4
1
1
%
5.5
5.6
:
0.1
%
(Fineness Modulus)
6.
6.1
ASTM C33-86 “Standard Specification for
Concrete Aggregates”

77. 77
6.2
ASTM C 136-84a “Standard Method for
Sieve Analysis of fine and Coarse Aggregates”
7.
7.1
7.1.1
Weight Retained % Weight Retained (or %
Coarser) % Cumulative Retained (% Coarser) % Passing
7.1.2
7.1.3
(Fineness Modulus)
Grading
7.1.4
Curves
Grading
ASTM
Curves
5.1
7.2
7.2.1
7.2.2
7.2.3
Fineness
Modulus)

78. 78

79. 79
………………….
Weight
/
%
Sieve
Retained
% Weight
Cumulative
No.
(g)
Retained
Retained
(% Coarser)
1 1/2
1
% Passing

80. 80
3/4
No 4
No 8
No 16
No 30
No 50
No 100
Pan
Total
Fineness Modulus =
X
100
Xi = % Cumulative Retained on Sieve I
I = Each Sieve of the Standard Set from Maximum
one to Sieve No 100

81. 81
(Unit Weight of an Aggregate)
1.
(Voids)
(particles)
(1)
(Loose unit weight)
(2)
(Rodded
weight)
(Grading)
.
.(
.(
. .)
)
12 ( 1 )
2
1
2700 ( 10 )
25 (1)
9000 ( 13 )
37 (1 12 )
13500 ( 12 )
unit

82. 82
100 (4)
27000 (1)
2.
3.
3.1
3
13500
.
2700 , 9000
.
3.2
3.3
50
.
± 50
4.
3
4.1
uniform
9
4.2
grading
.
uniform
25 – 50
4.3
well
50
.
grading
.
graded

83. 83
5.
5.1
5.2
5.3
3
25
5.4
5.5
2
3
2
2 700 cm 3
9 000 cm 3
13 500 cm 3

84. 84
+

9
. .
+ . .
. .
 . .
9
. .
+ . .
. .
 . .
25–50
.
. .
+ . .
. .
 . .
25–50

85. 85
.
. .
+ . .
. .
 . .
50
. .
.
+ . .
. .
 . .
2 700 cm 3
50
. .
. .
 . .
+ . .
.
9 000 cm 3
13 500 cm 3

86. 86
(Tensile Tests of Reinforcement Steel Steel Plate and
Aluminum)
1.

87. 87
(Heat
Treatment)
38
38
5.5 D
(D
(Tensile
“
Stress)
”(Strain)

88. 88
=
P
A
=(Lo)
(Proportional
Limit)
(Elastic)
(Elastic Limit)
(Mild
Steel)

89. 89
(Yield Point)
Strain
Hardening
(Ultimate
(Necking)
2.
2.1
Strength)

90. 90
2.2
2.3
(Rupture)
3.
3.1
(Universal
Testing Machine)
1000 KN (100 ton)
3.2
3.3
3
3.4
(Round bar)
RB9
(SR24)
3.5
(Deformed
DB12 (SD30
bar)
SD40)
3.6
(Brass)
10
3.7
15 mm.
(Aluminum)
10
3.8
(Flat
2
3.9
15 mm.
bar)
4 mm.

91. 91
7.1
4.
4.1
(7850
kgf/m3)
4.2
(Gage
mark)
4
(Percent
elongation)
Gage mark

92. 92
4.3
(Grip)
UTM
Extensometer
Gage
length
Gage
length
Grip
4.4
Load
Cell
Gage
UTM
4.5
0.0345
1.15-11.5
MPa/E/s
0.345 m/min
Strain
/second)
(Ultimate
load)
ASTM 370 E8
4.6
1/10
load
Ultimate
5 KN (
Ultimate
load
0.5 ton)

93. 93
4.7
Gage
mark
7.2
5.
5.1
(KN)
(mm)
5.2
(MPa)

94. 94
(Stress-strain curve)
5.3
5.4
(Proportional
5.5
Offset
(Yield
Strain
strength)
0.002
5.6
constant
Limit)
(Elasticity
Young’s modulus
5.7
modulus of elasticity)
(Ultimate
strength)
5.8
(Percent
elongation)
(Percent
reduction of area)
5.9
2.2
2.3
5.10
6.
ASTM 370 E8 Test Methods for Tension Testing of
Metallic Materials

95. 95
7.
7.1
7.2
Control
(Universal Testing Machine)

96. 96
Length …………………………………………..
mm. Weight
……………………………... g.
Diameter …………………………………… mm. Gage Length
……………………………..….. mm.
Cross
Section
Area
………………………………. mm2 Date
……………………………….…
Readin
Load
Stress
Deforma
g No.
(ton)
(kg/mm
tion
2)
(mm.)
1
2
3
4
5
6
7
8
9
10
11
Strain
Remark

97. 97
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Length
…………………………………………….mm.
Weight
……………………………... g.
Diameter …………………………………………….mm. Gage
Length ………………………….. mm.
Cross Section Area ………………………………… mm2 Date
………………………………..

98. 98
Readin
Load
Stress
Deforma
g No.
(ton)
(kg/mm
tion
2)
(mm.)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Strain
Remark

99. 99
20
21
22
23
24
25
Length ………………………………………..
mm. Weight
…………………….…………... g.
Diameter …………………………………………….mm. Gage
Length …………………………... mm.
Cross Section Area ………………………………… mm2 Date
………………………….……..
Readin
Load
Stress
Deforma
g No.
(ton)
(kg/mm
tion
2)
(mm.)
1
2
3
4
5
Strain
Remark

100. 100
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25

101. 101
(Flow Test and Preparation of Mortar Cube)
1.
ASTM C109
50 × 50 × 50
(
.
)
Silica (Ottawa Sand)
20
30
ASTM
C190
Briquet
1991 ASTM
Committee
C-1
1:2.75
0.485
0.460
(Flow) 110±5%
Flow

102. 102
2.
3.
3.1
3.2
4.
4.1
C1005
4.2
ASTM C40
4.3
50 × 50 × 50
4.4
ASTM C305
4.5
ASTM C230
4.6
.

103. 103
5.
5.1
5.2
1
5.3
6.
3
7.
7.1
7.2
Parafin
7.3
8.
8.1
8.2
1
8.1

104. 104
A
)
C
D
I
(
B
I
I
I
740
500
500
500
E
F
I
500
500
2035 1250 1500 1375 1375 1375
(
)
(
)
242.
242.
5
5
0.48
0.48
0.48
5
W/C
359
5
275
300
0.55
0.6
5
(%)
9
3
3
3
3
2.75
Sand/Cement
3
2.5
3
2.75
2.75
2.75
1, 3,
7
7
7
7
7
(by weight)
(
)
7
8.3
8.3.1
8.3.2
8.3.3
20
25
.

105. 105
8.3.4
8.3.5
8.3.6
1
13
.
25
15
8.3.7
4
8
8.4
8.4.1
Flow
Test
(
2)
15
8.4.2
2
30
25
4
8
8.4.3
.
10

106. 106
8.4.4
8.5
8.5.1
24
.
8.5.2
1
8.6
%
=
Davg
Dorg
( Davg  Dorg )
Dorg
× 100
=
=
9.
9.1
9.1.1
W
C

107. 107
9.1.2
1%
2.65
/
9.1.3
.
.
A
E
9.2
9.2.1
W
C
9.2.2
9.2.3
110±5 %
10.
10.1
ASTM C109 Standard Test Method for
Compressive Strength of Hydraulic Cement Mortar
10.2
ASTM C230 Standard Specification for
Flow Table for Use in Tests of Hydraulic Cement

108. 108
8.1
(ASTM C230)

109. 109
(Test Method for Compressive Strength of Hydraulic
Cement Mortars)
1.

110. 110
2.
2.1
8.2
8.2
24
±
2.2
24
(1
)
1
1
23
±
1.7

111. 111
2.3
Compression Machine
3.
3.1
3.2
3.3
20-80
3.4
(
)
4.
4.1
fa
=
fa
P
A
=
/
P
A
=
.
=
2

112. 112
±1.5%
4.2
10
2
10
%
%
5.
5.1
5.1.1
5.1.2
5.1.3
W
C
5.1.4
5.2
5.2.1
5.2.2
5.2.3
5.2.4
W
C

113. 113
6.
6.1
ASTM C109 Standard Test Method for
Compressive Strength of Hydraulic Cement Mortar
6.2
ASTM C230 Standard Specification for
Flow Table for Use in Tests of Hydraulic Cement

114. 114

115. 115
(Calibration of Testing Machine)
1.
(Testing
Machine)
Load
Cell
Proving Ring
(Elastic)
Load
Load
Cell
Proving
Ring

116. 116
Load
2.
3.
3.1
(Universal
Testing Machine)
3.2
Load Cell
3.3
Load
Proving
Ring
Proving Ring
3.4
Data Logger)
Cell

117. 117
4.
4.1
Load
Cell
Proving
Ring
(Cross Head)
4.2
Load
Cell
Proving
Ring
(Universal Testing Machine)
Load Cell
Proving Ring
4.3
Load Cell
4.4
Proving Ring
Load Cell
Proving
Ring
4.5
(Percent
of Error)
Percent of Error
R
T
Cell
Proving Ring
=
R T
T
× 100%
=
Reading Load
=
True Load
Load

118. 118
4.6
4.7
Load
Cell
Proving Ring
9.1.1

119. 119
(Data Logger)
Name
………………………………………………… Type
……………………………………..
Capacity ……………………………………………….. Owner
……………………………………
Tested by……………………………………………….
Group
No. ……………………………..
Date
……………………………………………….
Read
Reading
ing
Load
No.
True Load
True Load
(Load Cell or (Load Cell or
(Compressi Proving ring) Proving ring)
Average
(ton)

120. 120
ve Machine)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
1 (ton)
2 (ton)

121. 121
23
24

122. 122
1.
Bolts
Bolts
Bolts
Bolts
Bolts
Bolts
Bolts
Bolts
Bolts
1.High – Strength Bolts
ASTM A325
2.Non – High - Strength Bolts
A307 A490
ASTM

123. 123
9.2.1
(Bolt)
(a)
(Shear Failure) Bolt
cdef
Bolts
Single
Shear
(S)
Bolts
Shear
(b)
Bolts
Double Shear (D)
Plan
Bolts

124. 124
9.2.2
(Shear
Failure)
Bolt
High-Strength
Bolt
(Thread)
(Included N)
(Excluded X)
Bolt
Shear
Plan
Shear
Plan
Shear Plan
%
N
Bolt
X
Bolt
Bolt
AISC Volumn II
Second
Edition

125. 125
Bolt
Rn =
n
Ø=
(Fv Ab)n
=
Fv
Ø Rn
Bolt
=
Bolt
(Nominal Shear Strength)
Ab
=
Bolt
(Nominal
Bolt Area)
Bolt
2.
2.1
Bolt
2.2
Bolt
3.
3.1
Shear Stress at Proportional Limit (  PL )
3.2
Ultimate Shear Stress (  u )
3.3
Modulus of
Rigidity
Bolt
3.4
4.
Type of Failure
Shear Modulus

126. 126
Bolt
1.5
5.
5.1
(Universal
Testing Machine)
5.2
5.3
Shear Tool Box
Bolt
6.
6.1
6.2
Box
Bolt
Bolt
Shear Tool
Shear
Tool
Box
6.3
6.4
Apply
Load
Head
Cross
0.8
(Deformation)
kg.
(Failure)
6.5
Bolt
100

127. 127
6.6
(Shear
Force)
(Deformation)
Proportional Limit
(Yield Point)
6.7
6.7.1 Shear Stress at Proportional Limit
6.7.2 Ultimate Shear Stress
6.8
Modulus
Modulus of
Shear
Bolt
6.9
6.10
Rigidity
Bolt
(Sketch)
7.
AISC Volume II Part 8
Bolt

128. 128
Shear Tool Box
Bolt
Specimen No. ………………………………………………Diameter
…………………………… mm.
Length……………………………………………mm.
Type of
Bolt……………………...........
Type of Shear Failure ………………………………………….
Tested
by………………………………………………………
Group No. …………………………..
Date ………………………………………………………
Readi
Load
Deformatio
Shearing
Average
ng No.
(kg)
n
Stress
(ton)

129. 129
(mm.)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
(kg./m2)

130. 130
23
24
25

131. 131
(Flexure Test and Shear Test of Concrete)
1.
2.
2.1
2.2
3.
3.1
(Modulus of Rupture R)

132. 132
3.2
4.
3
5.
5.1
(Universal
Testing Machine)
Third –Point
Loading
5.2
Transducer
5.3
Displacement
Dial Gauge
Vernier
5.4
6.
6.1
2
(b
6.2
×
d)
Support
10.1.1

133. 133
10.1.1
Third –
Point Loading
6.3
2
6.4
6.5
(Apply
Load)
Cross
(Central
Head
Deformation)
6.6
6.7
(Load)
(Deflection)
100
kg.

134. 134
6.8
6.9
(Tension Surface)
Load
Modulus
R
=
of
Rupture
PL
bd 2
6.9.1
(Tension
Load
Surface)
“Outside of the Middle Third of the Span
Length”
5%
Span Length
Modulus of Rupture
R
=
R
=
Modulus of Rupture (ksc.)
P
=
Maximum Load (kg)
L
=
Span Length (cm.)
b
=
Average
Width
of
d
=
Average
Depth
of
3PL
bd 2
Specimen (cm.)
Specimen (cm.)

135. 135
a
=
Average Distance between
line of Fracture and the Nearest Support measured on the
Tension of the Beam (cm.)
5%
(Discard)
7.
ASTM C78 AASHTO T97 Flexural Strength of
Concrete
(Torsion Test of Steel Cast Iron and Brass)
1.

136. 136
Torsion
Load
(Shearing
Torque
Stress)
Twisting
Angle
(Torsion)
(Shear
(Tensile Stress)
Stress)
(Compressive
Stress)
(Helicoid)
(Buckling)
(Twisting
Strain
(Strain
Angle)
Hardening)

137. 137
(Shearing
Stress)
(Shearing

=

=

=

=

=
r
Strain)
=
T .r
J
r
L
(kg/cm2)
(kg – cm)
(cm)
J
=
Polar Moment of Inertia

=
(Radial)
L
=
(cm4)
(cm)
(Modulus
(Shear
G
G
2.
=
of
Rigidity)
Modulus)
TL
J
T

138. 138
3.
8.2.2
Short
Specimen
2
3
3.1
(Steel)
3
3.2
Iron)
(Cast
3
3.3
(Brass)
3
10.2.1

139. 139
10.2.2
4.
4.1
(Torsion Test Machine)
10.2.1
4.1.1
Loading
Device
4.1.2
Torque Measurement Unit (2)
4.1.3
(1)
(Calibration
Device) (3)
4.1.4
(Hexagon
Socket)
(4)

140. 140
4.1.5Track Base (5)
4.1.6Digital Torque Meter (6)
4.2
Vernier)
5.
5.1
Torque
Loading Device
Measuring
Unit
Hexagon Socket
5.2
Holder
Shifting
Specimen
Load Device
5.3
Load
Hand
Wheel
Input
Measurement Unit
5.4
Worm
Gear
Torque
Digital Torque Meter
Indicator
Input
Output Shaft
Worm Gear
5.5
Dial Gauge
Compensation Unit
Turn – able Scale
5.6
5.7
(Reset)
Hand
Load
Wheel
Input
Gear
(Angle)

141. 141
5.8
(Quarter Rotation
90 0
)
–
180 0 )
5.9
Twisting Angle
(Output Angle
of the Gear)
5.10
Hand Wheel (Input)
Hand Wheel
Steel
5.11
Measurement
Deformation
Unit
Compensation Unit
5.12
Amplifier
Torque
Hand
Wheel
Dial Gauge
Torque
(Display)
Twisting
6.
6.1
Scale Reading
–
Worm Gear Input
Angle

142. 142
Load Torque (Nm)
(Yield Point)
6.2
6.2.1
6.2.2
6.2.3
6.2.4
6.2.5
6.3
6.4
6.5

143. 143
Specimen Data
Type …………………………………………………..
Length
………………………………… mm.
Weight …………………………………………….. g.
Diameter
………………………………… mm
Gage Length …………………………………… mm.
Cross Section
Area …………………… mm.2
Tested by ……………………………………………
Group No.
………………………………….
Date …………………………………………………..
Readin Scale Reading at
2
3
4
the
the
(Nm)
Specimen
(rev)
1
Load Torque
Worm Gear Input
g No.
Twisting Angle at
(degree)

144. 144
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
Specimen Data

145. 145
Type ………………………………………………..
Length
………………………………… mm.
Weight …………………………………………….. g.
Diameter
………………………………… mm
Gage Length …………………………………… mm.
Cross Section
Area …………………… mm.2
Tested by ……………………………………………
Group No.
……………………………………
Date …………………………………………………..
Readin
Scale Reading at
Twisting Angle at
Load Torque
g No.
the
the
(Nm)
Worm Gear Input
Specimen (degree)
(rev)
1
2
3
4
5
6
7
8
9
10
11
12

146. 146
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
Specimen Data
Type …………………………………………………….
Length
………………………………… mm.
Weight ……………………………………………..
g.
Diameter
Gage Length ……………………………………… mm.
Cross Section
………………………………. mm
Area …………………… mm.2
Tested by ……………………………………………..
………………………………….
Group No.

147. 147
Date …………………………………………………..
Readin
Scale Reading at
Twisting Angle at
Load Torque
g No.
the
the
(Nm)
Worm Gear Input
Specimen (degree)
(rev)

148. 148
26
27
28

149. 149
(Compression Parallel and Perpendicular to Grain Test of
Wood)
1.
(Annual Growth Rings)
1
1
(Compressive
Stress)

150. 150
11.1.1
2.
2.1
Failure
2.2
3.
3.1
Compressive
Strength
at
Proportional
Limited (  PL )
3.2
Yield Stress at 0.05 % Offset (  Y )
3.3
Ultimate Compressive Strength (  uc )
3.4
Modulus of Elasticity (  )

151. 151
3.5
Modulus of Resilience
3.6
Type of Failure
4.
2 × 2 ×8
3
5.
5.1
(Universal
Testing Machine)
5.2
Compressometer
(Gage Length) 15
5.3
5.4
(Dial Gauge)
Vernier)
6.
6.1
6.2
3
2
6.3

152. 152
6.4
Upper
Lower Plate
Plate
Spherical
Plate
Bearing
Plate
Plate
6.5
(Compressometer)
6.6
Testing
Machine
6.7
Dial Gauge
6.8
(Apply
Load)
Cross Head
0.6
6.9
100
kg
Proportional
Compressometer
(Ultimate Load)
6.10
6.11
6.12
(Load)
Proportional Limit
(Deformation)
Yield Strength
Limit

153. 153
6.13
6.13.1
Compressive Strength at Proportional
Limited (  PL )
=
6.13.2
=
( y )
Ultimate Compressive Strength (  uc )
UlitmateLo ad
Cross sec tionArea
6.13.4
=
Yield Stress at 0.05% Offset
Loadat 0.05% offset
Cross sec tionArea
6.13.3
=
LoadatPL
Cross  sec tionArea
Modulus of Elasticity (  )
StressatPL
StrainatPL

154. 154
11.1.2
7
ASTM D143 Standard Methods of Testing Small
Clear Specimens of Timber

155. 155
Tested by ………………………………………………………………
Group No. ……………………………
Date ………………………………………………………………
Specimen No.
Cross Section W ×
L (cm)
Weight (g)
Density (g/cm3)
Annual Growth
Rings per cm.
Water Content (%)
Compressive
Strength at PL
Yield Stress
(kg/cm2)
Ultimate Stress
(kg/cm2)
1
2
3

156. 156
Modulus of
Elasticity (kg/cm2)
Type of Failure
1.
(Point
Load)
1
3

157. 157
2.
2.1
Failure
2.2
3.
3.1
Compressive
Strength
at
Proportional
Limited (  PL )
3.2
Yield Stress at 0.05% offset (  y )
3.3
Compressive
Strength
Deformation
3.4
Modulus of Elasticity (E)
3.5
Modulus of Resilience
4.
2"
2"
6"
3
at
0.1
inch

158. 158
5.
5.1
(Universal Testing Machine)
5.2
Compressometer
(Gage Length) 15
5.3
(Dial Gauge)
Vernier
6.
6.1
6.2
3
2
6.3
6.4
Upper
Lower Plate
Plate
Spherical
Plate
Bearing
Plate
Plate
6.5
Compressometer
6.6
Testing
Machine

159. 159
6.7
Dial Gauge
6.8
(Apply Load)
Cross Head
0.6
6.9
100
kg.
Proportional
Limit
Compressometer
(Ultimate
Load)
6.10
6.11
6.12
(Load)
(Deformation)
Proportional Limit
Yield Strength
6.13
6.13.1
Compressive Strength at Proportional
Limited (  PL )
=
6.13.2
LoadatPL
Cross  sec tionArea
Compressive Strength at 0.1 inch
Deformation
=
Loadat 0.01"Deformation
Cross sec tionArea

160. 160
6.13.3
Modulus of Elasticity (E)
StressatPL
StrainatPL
=
7
ASTM D143 Standard Methods of Testing Small
Clear Specimens of Timber
Tested by ……………………………………………………….
Group No. ………………………
Date …………………………………………………………….
Specimen No.
Cross Section W ×
L(cm)
Weight (g)
Density (g/cm3)
Annual Growth
Rings per cm.
Water Content (%)
Compressive
1
2
3

161. 161
Strength at PL
Compressive
Strength at
0.1 " Deformation
Yield Stress
(kg/cm2)
Modulus of
Elasticity (kg/cm2)
Type of Failure

162. 162
(Shear Parallel to Grain Test of Wood and Flexure Test of
Wood)
1.

163. 163
(Slide or Slip)
“
”
1.
(Shear
Parallel to Grain of Wood)
2.
(Shear
Perpendicular to Grain of Wood)
2.
2.1
(Failure)
2.2
3.

164. 164
11.3.1
4.
4.1
(Universal
Testing Machine)
4.2
4.3
(Vernier)
(Shear Tool Box)
Shear Tool Box

165. 165
5.
5.1
5.2
Shear Tool Box
Shear ToolBox
5.3
Apply Load
Cross Head
Maximum Load
5.4
5.5
Moisture Content
5.6
Specific Gravity
SP
W
V W
SP
=
Specific Gravity
W
=
kg)
V
=
( cm 3 )
W
5.7
=
=
Density
kg / cm 3
Shearing Stress)

166. 166
Shearing Stress
=
P
m
A
Pm
=
Maximum Load
A
=
Shearing Area
6.
ASTM D143 Standard Methods of Testing Small
Clear Specification of Timber
Tested by ………………………………………………… Group
No. ………………………………
Date
……………………………………………….
Specimen No.
Type of Wood
(cm × cm)
Cross Section w
1
2
3

167. 167
×l
(cm × cm)
Shear
Force
(kg.)
Shearing
Strength(ksc.)
Sketch of Failure
Specimen
Remark

168. 168
(Bending tests of wood)
1.
(Bending Moment)
(Bending Stress)
2.
2.1
2.2
(Failure)
3.
3.1
Bending Stress of Proportional Limited (  PL
3.2
Modulus of Rupture (  r )
3.3
Modulus of Elasticity (  )
3.4
Modulus of Resilience (R)
3.5
Maximum Shearing Stress (  m ax )
3.6
Average Total Work to Ultimate Load (W)
)

169. 169
3.7
Type of Failure
4.
2
2
30
3
5.
5.1
Testing Machine
Universal
Support
5.2
Transducer
Displacement
Dial Gauge
5.3
(Vernier)
5.4
6.
6.1
b × d)
Specific Gravity
6.2
(Sketch)
(Deflect)
(Ring)

170. 170
6.3
Support
Support
Surface
Tangential
Cross
Head
Cross Head
6.4
6.5
Testing Machine
6.6
Cross
(Apply
Load)
Head
(Central
Deflection)
kg.
6.7
6.8
(Water Content)
6.9
(Load)
(Deflection)
Proportional
Limit
(PL)
6.10
6.10.1
3P  L
2bd 2
Bending Stress of PL (  PL )
ksc.
=

171. 171
6.10.2
Modulus of Rupture (  r )
3Pm ax  L
2bd 2
6.10.3
PL3
4bd 3
6.10.4
2
 PL
18 
ksc.
Modulus of Elasticity (E)
=
ksc.
Modulus Resilience (R)
=
Maximum Shearing Stress (  m ax )
=
ksc.
6.10.5
3Pm ax
4bd
6.10.6
(W) =
=
(1 )
2
P
ksc.
Average Total Work to Ultimate Load
Pm ax  m ax watt
=
Load at PL
=
Maximum Load
=
Span Length
=
Width of Beam
=
Depth of Beam
(kg.)
Pm ax
(kg.)
L
(cm.)
b
(cm.)
d
(cm.)

172. 172

=
Central Deflection at PL
=
Maximum Center Deflection
(cm.)
 m ax
(cm.)
11.4
7
ASTM D 143 Standard Methods of Testing Small
Clear Specification of Timber

173. 173

174. 174
Tested
by……………………………………………………………
Group No. …………………
Date
…………………………………………………………
Size of Specimen
Width …………………………… mm.
Depth …………………… mm.
Length …………………………. .mm.
Reading
No.
Load (kg.)
Deflection
Moment (kg. –
(mm.)
m.)

175. 175

176. 176
(Mixing Concrete and Slump Test)
1.

177. 177
2.
2.1
(Slump Test)
2.2
2.3
2.4
2.5
3.
3.1
1
3.2
3.3
Slump
Test
3.4
3.5
(Air
Meter)

178. 178
3.6
150±0.75
.
300±3
3.7
.
(Shaking
3600
Table)
/
3.8
4.
4.1
4.1.1
Portland
1
4.1.2
4.1.3
4.1.4
4.2
4.2.1
350
.
1
.
4.2.2W/C = 0.55
4.2.3
/
4.2.4
= 35 %
=2%
4.2.5
(
,
)
3.15 , 1.00 , 2.65
4.2.6Absorption Capacity
1.75
0.95 %
,
2.71

179. 179
4.2.7Moisture Content
X
Y%
4.2.8
12
4.2.9
1
.
4.2.10
X
Y
4.2.11
1
.
4.2.12
1
4.3
4.3.1
1
4.3.2
2-3
4.3.3
3-4
4.3.4
4.3.5
4.3.6
2-3

180. 180
4.3.7
5.
5.1
Slump Test
5.1.1
5.1.2
3
25
12-13
5.1.3
5.1.4
Slump
5.1.5
1
50

181. 181
5.1.6
5.1.7
5.2
(Unit Weight)
5.2.1
5.2.2
0.1%
5.2.3
(a)
0.4
.
(b)
0.4
.
1.
75
.
2.
25-75
.
3.
25
.
5.2.4
3
25
25
.

182. 182
5.2.5
600
.
19-38
.
7000
2
3
25
5.2.6
5.2.7
5.2.8
D
=
Y
=
A
=
W
=
V
=
W1
=
V1
=
W
V
W1
D
100(Y  V )
V1
./
.
./
.
%
.

183. 183
(
)
A
=
%
(
)
6.
Air Meter Type B.
6.1
6.2
Dial
Gauge
%
Dial Gauge
1
±
%
6.2.1
=
.
6.2.2
(
Extension Tube
6.2.3
Left
Left-hand Ball Valve
Main-Air
Valve
Right BondValves
Bleed
)
Valve

184. 184
Left-Hand
Ball
Valve
Right-Hand
Ball
Valve
6.2.4
Dial
Pump
Gauge
2-3
Bleed
Valve
Left-hand Ball Valve
6.2.5
Drain Tube
Left-Hand Bond Valve
Valve
6.2.6
Main-Air Valve
Left-hand Ball Valve
400 cc
Beaker
Main-Air Valve
Right-Hand Ball Valve
6.2.7
Valve
Right-Hand
Ball
Left-Hand
Ball
Bleed Valve
6.2.8
Valve
Drain Tube
6.2.9
(
)
Beaker
. .
6.2.10
Valve
2-3

185. 185
Main-Air Valve
Dial Gauge
Ar
Ac
6.2.11
Ac = m3/m2 100 %
6.2.12
Ar
10
0.1
Ac
%
Ac
Ball
Valve
Right-Hand BallValve (
Left-Hand Ball Valve
Extension Tube
Main-Air Valve
)
10
6.3
6.3.1
3
25
6.3.2
6.3.3
6.2.3
6.3.4
6.2.4
6.3.5
Left
Bleed Valve
Bleed
Valve
Left-Hand Ball Valve
Main-Air Valve
Dial
Gauge
%
6.3.6
Main-Air
Valve
Bleed
Ball
Valve

186. 186
6.4
6.4.1
6.4.2
7.
7.1
7.1.1
7.1..1
Air Meter
7.1..2
100-200
1
35
Air Meter
7.2
7.2.1
×
.
35
.

187. 187
7.2.2
20-30
Bleeding
3
.
8.
20
C192)
24
.
9.
9.1
9.1.1
9.1.2
9.1.3
9.1.4
9.2
9.2.1
9.2.2
. (ASTM

188. 188
9.2.3Unit Weight
10.
10.1
ASTM C192 Standard Method of Making
and Curing Concrete Test Specimens in the Laboratory
10.2
ASTM C138 Standard Method for Unit
Weight and Air Content (Gravimetric) of Concrete
10.3
ASTM C231 Standard Test Method for Air
Content of Freshly Mixed Concrete by the Pressure
Method

189. 189
(Splitting Tensile Test of Concrete)
1.
(Tensile
Strength)
(Direct
Tension
Test)
(Tensile Splitting Test)
ASTM
689
200lbs/inch^2/min.
–
1 380
C496
kPa/min.
(100-
12.2.1

190. 190
Indirect
Tensile
Strength
15%
12.2.1
2.
2.1
Splitting Tensile Test
2.2
3.

191. 191
3.1
10
20
3
3.2
10
10 × 10
×
3
4.
4.1
(UTM)
4.2
2.54 × 2.54 × 30
4.3
4.4
(Vernier)
5.
5.1
W)
(
(L)
(D)
3
5.2
12.2.1
5.3
5.4
5.5
(Sketch)
(Apply
Load)

192. 192
5.6
(Splitting Tensile
Strength ft)
=
ft
=
ft
2P/  LD
2P/  D 2
P
=
Maximum Load (kg.)
L
=
Length of Cylinder (cm.)
D
=
Diameter of Cylinder
Width
of Cube (cm.)
ft
=
Splitting Tensile Strength
5.7
(Approximate Tensile Strength)
6.
6.1
6.2
6.3
TensileStrength
Splitting
Splitting
TensileStrength
TensileStrength
Splitting

193. 193
6.4
(Tensile
Strength)
Approximate Tensile Strength of Concrete =
0.85 ft
6.5
7.
7.1
Splitting
ASTM C 496Standard Test Method for
Tensile
Strength
of
Cylindrical
Concrete
Specimens
7.2
AASHTO T198 Splitting Tensile Strength of
Cylindrical Concrete Specimen

194. 194
Type of Specimen: Cylinder
Tested by …………………………………………… Group
No. ……………………………….
Date:
………………………………………..
Age
of
Concrete Specimen …………….. days
Specimen
Diameter
Length
Weight
Load
Splitting Tensile

195. 195
No.
Strength
(cm) (mm) (cm) (mm)
(kg)
(kgf) (KN) (kg/cm2) (Mpa)
1
2
3
Average Splitting Tensile Strength ……………………
(kg/cm2) or ……………….. MPa
Type of Specimen: Cube
Splitting
Tensile
Specimen
No.
1
2
3
Width
Length
Height
(cm) (mm) (cm) (mm) (cm) (mm)
Weight
(kg)
Load
Strength
(kgf) (KN) (kg/cm2) (M

196. 196
Average Splitting Tensile Strength ………………………..
(kg/cm2) or ……………… MPa
(Compression Test of Concrete)
1.
(Compressive Strength)
(Water-Cement
Ratio)

197. 197
(Compression)
(Compression
Zone)
2.
(Cubic and Cylindrical Specimen)
3.
3.1
3.2
Ultimate Compressive Strength
Average
Compressive
Average
Compressive
Strength
3.3
Strength
Average Splitting Tensile
Strength
12.2

198. 198
4.
4.1
10
10 × 10 ×
3
4.2
10
20
3
5.
5.1
5.2
Compressive Testing Machine
Vernier
5.3
12.3.1
6.
6.1

199. 199
6.2
Cap
6.3
6.4
12.3.2
Compression
Testing Machine

200. 200
12.3.3
7.
7.1
Ultimate Compressive Strength
Ultimate Compressive Strength =
P
A
P
=
Ultimate Load (kg)
A
=
Cross Section Area (cm2)
7.2
Average
Compressive
Average
Compressive
Strength
7.3
Strength
Average Splitting Tensile Strength
8.
8.1
ASTM C31 Standard Method of Making
and Curing Concrete Test Specimen in the Field.
8.2
ASTM
C39
Standard
Method
for
Compressive Strength of Cylindrical Concrete Specimens.

201. 201
8.3
ASTM C192 Standard Method of Making
and Curing Concrete Test Specimens in the Laboratory
8.4
ASTM C617 Standard Practice of Capping
Cylindrical Concrete Specimens.
Type of Specimen: Cylinder

202. 202
Tested by ……………………………………………………
Group No. ……………………….
Date: ……………………………………… Age of Concrete
Specimen ……………... days
Compressive
Specimen
No.
Diameter
Length
Weight
(cm) (mm) (cm) (mm)
(kg)
Load
Strength
(kgf) (KN) (kg/cm2) (Mpa)
1
2
3
Average Compressive Strength ……………………………
(kg/cm2) or ……………… MPa
Type of Specimen: Cube
Compressi
Specimen
No.
1
2
Width
Length
Height
(cm) (mm) (cm) (mm) (cm) (mm)
Weight
(kg)
Load
Strength
(kgf) (KN) (kg/cm2) (M

203. 203
3
Average
Compressive
Strength
……………………………(kg/cm2) or ……………… MPa
1.
2.
201
221
3.
4.
5.
6. ANNUAL BOOK of ASTM STANDARDS Section 4
Volume 04.02 Concrete and Aggregates 1992

204. 204