The Compressometer is used for evaluating deformation and strain characteristics of concrete cylinders while undergoing compression testing. The
Compressometer includes two cast aluminum-alloy yokes, mounting and central
points, stainless steel control rods. Models are available with a dial gauge— with
a range of 0.2" (5.08mm) and minimum graduations of .0001 (.0025mm), as well
as with a digital indicator
or a LSCT transducer. Digital indicators and LSCT models can be used with data
acquisition systems through the use of our MiniLoggers, see below. Meets ASTM
C469. Shipping wt. 22 lb (10kg).
Compressometer
Compressometer for use with
6” x 12” (152 x 305mm) cylinders
Compressometer for use with
4” x 8” (101 x 203mm) cylinders
Compressometer for use with
3” x 6” (76 x 152mm) cylinders
Compressometer-Extensometer
Combined compressometer and extensometer for 6" dia. x 12"L (152 x 305mm)
concrete cylinders is a convenient unbounded device. Apparatus contains a third yoke
located halfway between the two compressometer yokes and attached to the specimen
at two diametrically opposite points. Middle yoke is hinged to permit rotation of the
two segments of the yoke in the horizontal plane. Indicator gives deformation readings.
Second indicator is furnished for compressometer section. Unit measures changes in
length and diameter. All H-2900 Series Compressometers may be ordered with dial
gauges, digital indicators or strain transducers, see chart below. Digital Indicators
and strain transducers can be used to construct a data acquisition system using our
HM-2325A.3F and HM-2330D.3F MiniLoggers. Meet ASTM C469.
this is a blank page corrector
Compressometer/
Extensometer
for use with
6” x 12” (152 x 305mm) cylinders
for use with
4” x 8” (101 x 203mm) cylinders
for use with
3” x 6” (76 x 152mm) cylinders
Dial
Gauge
H-2911H-2911DH-2911L
H-2916H-2916DH-2916L
H-2918H-2918DH-2918L
Dial
Gauge
H-2912H-2912DH-2912L
H-2917H-2917DH-2917L
H-2919H-2919DH-2919L
Digital
Indicator
Digital
Indicator
LSCT
LSCT
The Concrete Cylinder Compressometer-Extensometer is used to determine the static
modulus of elasticity (Young's Modulus) and Poisson‘s ratio of concrete in compression.
The instrument complies with the specifications of ASTM C469. Using the H-2912,
measurement of axial deformation and diametrical extension can be made on 6" dia
x 12" to 16" length, high-molded concrete cylinders and diamond-drilled concrete
cores, when longitudinal compressive stress is applied on the specimens. The device is
constructed of lightweight aluminum magnesium alloy. The mounting points and contact
points are of machine steel. The control (spacer rods) is stainless steel.
The axial and diametrical deformations can be read on the H-4460 & H-4461 dial
indicators by taking one-half of their indicated values. (The lever ratio of the instrument
multiplies the deformation by the factor 2*, therefore, actual deformation of the specimen
is one-half the indicated value).
The dial indicators have an operating range of 0.2 in. graduated in 0.0001 in. divisions
that are separated enough to read in between them to the nearest y, division or 0.000050
in. dividing this by 2 to account for the lever ratio gives 0.000025 in. deformation.
Strain is then computed by dividing by the effective specimen gage length, 6 in. for
diameter and 8 in. for axial, giving readability better than 5 micro in per in per in strain
required by ASTM C-469. Three metal blocks are recommended to enable the operator
to conveniently mount the instrument at mid height on the concrete cylinder.
For preparation of the specimen and detailed test procedure refer to ASTM C469.
Assembly
1 Place the concrete cylinder upright.
2 Assemble H-2912 as shown in the drawing. The H-4461 dial indicator with the stem
brake should be mounted in the vertical position. The other dial indicator H-4460
should be mounted horizontally.
3 Unscrew the seven contact screws (2 on the upper lock ring, 3 on the lower lock
ring and 2 on the middle ring) until the points are flush with the inside surface
of the rings.
4 Place the compressometer over the concrete specimen locating the specimen at
the center ofthe ring.
5 Place three equal length blocks under the lower ring. The length of the blocks
(cylinders) should be vertical to provide the correct height.
6 Hand-tighten the 3 contact screws in the lower lock ring. And the 2 contact screws
in the upper ring against the spedmen.
7 Also hand-tighten the 2 contact screws in the middle ring making sure that the
vertical stem of the axial strain dial indicator is midway between the two portions
of the middle ring.
8 Remove the two spacer rods
9 Remove the three metal blocks from under the lower ring.
10 Zero the axial strain dial indicator with the stem close to the fully extended position.
Zeroing can be done (I) by rotating the dial face after loosening the lock screw on the
upper right hand side of the dial indicator or (2) by adjustment of the contact post
that fits into the lower lock ring.
11 Zero the diametrical strain dial indicator with its stem close to the fully pushed-in
position. (The stem is going to extend by the diametrical deformation of the
specimen). Zeroing of the dial can be done by rotating the dial face or by
adjusting the contact point.
Calculation
1 To Calculate the modulus of elasticity, to the nearest 50,000 psi (344.74 MPA)
as follows:
E = (S
E = chord modulus of elasticity, psi
S2 = stress corresponding to 40 percent of ultimate load or corresponding to
SI = stress corresponding to a longitudinal strain, e
e2 = longitudinal strain produced by stress S2.
2 To Calculate the poison's ratio, to the nearest 0.01 as follows:
m= (et2 - et2) / (e2 - 0.000050)
Where:
et2 = transverse strain at midheight of the specimen produced by stress S2.
et1 = transverse strain at midheight of the specimen produced by stress S1.
- S1) / (e2 - 0.000050)Where:
2
appropriate strain value from Table 1 (below), psi
, of 50 millionths, psi
1
Table 1: Maximum Strain Values
Unit Weight @ Time of TestStrain @ Age Indicated, Max. Millionths
lb/ft
3
CK/M
3
7 Days or MoreLess Than 7 Days
2053280 and Over300200
165 to 2042640 to 3264375250
135 to 1642160 to 2624450300
115 to 1341840 to 2144525350
105 to 1141680 to 1824600400
95 to 1041520 to 1664675450
85 to 941360 to 1504750500
75 to 841200 to 134825550
Maintenance
1 Occasionally oil the steel portions of the instrument, screws, spacer rods,
nuts, etc.
2 Care should be taken in handling the device in order to avoid any misalignment
of parts.
HM-2325A.3F
HM-2330D.3F
Data Acquisition Setups—
You can fully automate your test data collection by using one of these
MiniLoggers. The MiniLogger is a simple-to-use, four channel, stand-alone
data-logging system, which can collect data generated from digital indicators
or LSCT transducers. Use model HM-2325A.3F for LSCTs and HM-2330D.3F for
Digital Indicators.
Humboldt Mfg. Co. warrants its products to be free from defects in material or
workmanship. The exclusive remedy for this warranty is Humboldt Mfg. Co.,
factory replacement of any part or parts of such product, for the warranty of this
product please refer to Humboldt Mfg. Co. catalog on Terms and Conditions
of Sale. The purchaser is responsible for the transportation charges. Humboldt
Mfg. Co. shall not be responsible under this warranty if the goods have been
improperly maintained, installed, operated or the goods have been altered or
modified so as to adversely affect the operation, use performance or durability
or so as to change their intended use. The Humboldt Mfg. Co. liability under
the warranty contained in this clause is limited to the repair or replacement of
defective goods and making good, defective workmanship.
Humboldt Mfg. Co.
875 Tollgate Road
Elgin, Illinois 60123 U.S.A.
Testing Equipment for
HUMBOLDT
www.humboldtmfg.com
U.S.A. Toll Free: 1.800.544.7220
Voice:1.708.456.6300
Fax: 1.708.456.0137
Email: hmc@humboldtmfg.com
Construction Materials
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