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KALMATRON®
KF-A
INGENICA
Alfonso Jerez F., Engineer
Calle 14 de Septiembre, P del H 2 c. al
Este
Managua, Nicaragua
(The test information was
translated from Spanish to English.
If you would like a copy of the original test, please contact
our offices.)
Managua, November 23, 2001
Rep:
LD-MP-KFA-001
|
Cylinder
|
Slump
|
Date
|
Age
|
Weight
|
Compressive
Strength
|
Location/
Details
of Test
|
|
No.
|
Inches
|
cm.
|
Made
|
Ruptured
|
Days
|
Lbs.
|
Lbs./In.²
|
Kg./cm²
|
|
|
1
|
3
|
7.6
|
11.20.01
|
11.23.01
|
3
|
30,000
|
1061
|
75
|
#1
& 5 is without
|
|
5
|
3
|
7.6
|
11.20.01
|
11.23.01
|
3
|
30,000
|
1061
|
75
|
the
additive
|
|
11
|
2.75
|
7.0
|
11.20.01
|
11.23.01
|
3
|
35,000
|
1238
|
87
|
#11
& 15 is with
|
|
15
|
2.75
|
7.0
|
11.20.01
|
11.23.01
|
3
|
40,000
|
1415
|
99
|
Kalmatron
KF-A
|
Managua, November 27, 2001
|
Cylinder
|
Slump
|
Date
|
Age
|
Weight
|
Compressive
Strength
|
Location/
Details
of Test
|
|
No.
|
Inches
|
cm.
|
Made
|
Ruptured
|
Days
|
Lbs.
|
Lbs./In.²
|
Kg./cm²
|
|
|
2
|
3
|
7.6
|
11.20.01
|
11.27.01
|
7
|
50,000
|
1769
|
124
|
#2
& 6 is without
|
|
6
|
3
|
7.6
|
11.20.01
|
11.27.01
|
7
|
50,000
|
1769
|
124
|
the
additive
|
|
12
|
2.75
|
7.0
|
11.20.01
|
11.27.01
|
7
|
58,000
|
2052
|
144
|
#12
& 16 is with
|
|
16
|
2.75
|
7.0
|
11.20.01
|
11.27.01
|
7
|
57,000
|
2016
|
142
|
Kalmatron
KF-A
|
Observations:
Mix Design –
Cement Type GU
340
Volcanic Sand
950
Aggregate ¾”
770
Total Water
321
W/C
0.67
Expected Compressive Strength at 28
days – 3,000
Mix Design No. 2 with the KF-A had a
reduced W/C by 15% (0.59)
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