Soil Testing Equipment

Referent and Standards Product for Soil Testing Equipment

California Bearing Ratio C.B.R





California Bearing Ratio  C.B.R

The California Bearing Ratio (CBR) test is a simple strength test that compares the bearing capacity of a material with that of a well-graded crushed stone (thus, a high quality crushed stone material should have a CBR @ 100%).  It is primarily intended for, but not limited to, evaluating the strength of cohesive materials having maximum particle sizes less than 19 mm (0.75 in.) (AASHTO, 2000).  It was developed by the California Division of Highways around 1930 and was subsequently adopted by numerous states, counties, U.S. federal agencies and internationally.  As a result, most agency and commercial geotechnical laboratories in the U.S. are equipped to perform CBR tests.

The basic CBR test involves applying load to a small penetration piston at a rate of 1.3 mm (0.05") per minute and recording the total load at penetrations ranging from 0.64 mm (0.025 in.) up to 7.62 mm (0.300 in.).  Figure Below is a sketch of a typical CBR sample.
CBR Sample

Values obtained are inserted into the following equation to obtain a CBR value:

where: x = material resistance or the unit load on the piston (pressure)
for 2.54 mm (0.1") or 5.08 mm (0.2") of penetration

y = standard unit load (pressure) for well graded crushed stone


= for 2.54 mm (0.1") penetration = 6.9 MPa (1000 psi)


= for 5.08 mm (0.2") penetration = 10.3 MPa (1500 psi)

Table below shows some typical CBR ranges.


Typical CBR Ranges

Typical CBR Ranges
General Soil Type
USC Soil Type
CBR Range
Coarse-grained soils
GW
40 - 80
GP
30 - 60
GM
20 - 60
GC
20 - 40
SW
20 - 40
SP
10 - 40
SM
10 - 40
SC
5 - 20
Fine-grained soils
ML
15 or less
CL LL < 50%
15 or less
OL
5 or less
MH
10 or less
CH LL > 50%
15 or less
OH
5 or less

Standard CBR test methods are:
AASHTO T 193: The California Bearing Ratio
ASTM D 1883: Bearing Ratio of Laboratory Compacted Soils
Source : training.ce.washington.edu

Other source :

The California bearing ratio (CBR) is a penetration test for evaluation of the mechanical strength of road subgrades and basecourses. It was developed by the California Department of Transportation.
The test is performed by measuring the pressure required to penetrate a soil sample with a plunger of standard area. The measured pressure is then divided by the pressure required to achieve an equal penetration on a standard crushed rock material. The CBR test is described in ASTM Standards D1883-05 (for laboratory-prepared samples) and D4429 (for soils in place in field), and AASHTO T193.
The CBR rating was developed for measuring the load-bearing capacity of soils used for building roads. The CBR can also be used for measuring the load-bearing capacity of unimproved airstrips or for soils under paved airstrips. The harder the surface, the higher the CBR rating. A CBR of 3 equates to tilled farmland, a CBR of 4.75 equates to turf or moist clay, while moist sand may have a CBR of 10. High quality crushed rock has a CBR over 80. The standard material for this test is crushed California limestone which has a value of 100.

CBR=\frac {p}{p_s} \cdot 100 \quad

CBR \quad = CBR [%]
p \quad = measured pressure for site soils [N/mm²]
p_s \quad = pressure to achieve equal penetration on standard soil [N/mm²]

 source : wikipedia

CBR Component :


  1. Swell Plate : Contact end of the stem is easily locked in place with a knurled nut. 
  2. Swell Tripod Attachment : Metal tripod supports dial gauge for measuring the amount of swell during soaking. Attachment is used with swell plate. Order dial indicator separately.
  3. Dial Indicator : Dial indicator has 1.000" operating range, graduated in 0.001" divisions, clockwise movement and revolution counter.
  4. Cutting Edge : Machined from seamless tubing with a sharpened edge to enable undisturbed samples to be taken in the field, cutting edge is plated for rust resistance. Cutting edge has 6" (152mm) ID and is 2" (51mm) high. Recess in upper section allows edge to be mounted at either end of the Compaction Mold or CBR Mold with Perforated Base mold to facilitate sample removal in the field.
  5. Filter Screen :
  6. Filter Paper : used to separate spacer disc and soil in the CBR mold during compaction operation or over the top surface of the soil when the compaction operation is completed.
  7. Surcharge Weight : Used in the application of surcharged loads on the soil‘s surface during soaking and penetration. Rust-resistant, plated annular disc weighs 5 lbs. (2.3kg), 5-7/8" (149mm) OD with a 2-1/8" (54mm) ID hole in center.
  8. Slotted Surcharge Weight 
  9. Spacer Disc : Disc is used as a false bottom in a soil mold during the compaction process.
  10. Penetration Piston : CBR Penetration Piston has 3 sq. in. (19.35cm2) base area and is about 7-1/2" (191mm) long. Designed for use in conjunction with weights Surcharge Weight  and Slotted Surcharge Weight to apply penetration surcharge loads.
  11. Dial Indicator Bracket : Bracket used to attach a dial indicator to the penetration piston.
  12. Swivel Base : for mechanical jack
 source : humbolt

TYPE OF CALIFORNIA BEARING RATIO 

1. 




1 comments:

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