TEST REPORT FOR CONCRETE CORE

11/11/2020

Client Name:           xxxxx

Address:         xxxxx

Customer Name:         xxxx

 

Material Received:  02/11/2020                           Material Condition:                 Acceptable

Name of Project          : Testing of material for the construction of Commercial Building at LIG  Square Indore of raft foundation.

IS Code                       : IS 516 (Part -4): 2018

 

Sample Received description: Core of 142-143 mm diameter and varying length. The core is unfinished received from the client.

Identification Mark: Sample from raft foundation having numbering by client 2, 5, 11.

Date of Test: 10 Nov.2020

Test done in presence of Mr. xxx (Consultant), 

Dimension:

Mark No.	Diameter (mm)	Length(mm)	Ratio : L/D (N)	Correction factor (F)
2	142	277	1.951	0.994
5	143	273	1.909	0.990
11	143	280	1.937	0.995

Clause 8.4.2 correction Factor (F) = 0.11N+0.78  

where N= length/diameter ratio

 Test Result of the Material:

MARK No.	Maximum load (Kn)	Measured compressive strength N/mm2	Corrected compressive strength N/mm2 (Col.3*F) Clause 8.4.2	Equivalent Cube Strength N/mm2 (Col.4 * 5/4) Clause 8.4.2
02	424.3	26.792	26.631	33.289
05	327.3	20.379	20.175	25.219
11	416.8	25.950	25.820	32.275

   Average Equivalent Cube Strength (N/mm²)                             30.266           

 

 

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