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California Bearing Ratio of LaboratoryCompacted Soils (CBR)

Client CAPACHICA   Lab Ref 

Project CHIFRON   Job 1

Borehole Sample 1

Test Details

Standard  ASTM D1883-99 / AASHTO T193-98

Sample Type Core sample

Sample Description TERENO DE FUNDACION

Location PUNO - CAPACHICA

Variations from Procedure  None

Specimen & !uipment Details

Specimen Reference C "et#od of SamplePreparation

Diameter 152.000 mm

$eig#t 116.600 mm

Dry Density before Soa% 1.55 kg/m3 Dry Density after Soa% 1.55 kg/m3

Surc#arge eig#t 4535.00 g Comments

Moisture Content 

Before Compaction 23.15 % 'fter Compaction 22.91 %

Top Layer  after penetration 26.73 % '*erage after soa% 27.01 %

Soa%ing Details

Soa%ing Time 96.00 hrs

Sample eig#t after Soa%ing 4153.00 g

Soa%ing Tra*el 0.660 mm

S+ell 0.57 %

Tested By

and Date:

Che!ed By

and Date:

Appro"ed By

and Date:

E#E Internat$onal Pa%e 1 o& '

7/21/2019 CBR 12GOLPES

http://slidepdf.com/reader/full/cbr-12golpes 2/2

California Bearing Ratio of LaboratoryCompacted Soils (CBR)

Client CAPACHICA   Lab Ref 

Project CHIFRON   Job 1

Borehole Sample 1

E#E Internat$onal Pa%e ' o& '