Scribd
Upload
52 views1 page

DMF K-200

This document provides a design mix formula for K-200 concrete with a target strength of 19.88 MPa. The mix includes 290 kg/m3 of cement, 176.9 liters of water, 842 kg of sand, 809 kg of 10/20 mm coarse aggregate, and 216 kg of 20/30 mm coarse aggregate. It also includes 0.61 liters of retarder additive per cubic meter of concrete. The fresh concrete will have a volume of 1000 cubic meters consisting of 92.36 cubic meters of cement, 176.9 cubic meters of water, and 730.74 cubic meters of aggregate.

Uploaded by

deasyaja1212
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
52 views1 page

DMF K-200

This document provides a design mix formula for K-200 concrete with a target strength of 19.88 MPa. The mix includes 290 kg/m3 of cement, 176.9 liters of water, 842 kg of sand, 809 kg of 10/20 mm coarse aggregate, and 216 kg of 20/30 mm coarse aggregate. It also includes 0.61 liters of retarder additive per cubic meter of concrete. The fresh concrete will have a volume of 1000 cubic meters consisting of 92.36 cubic meters of cement, 176.9 cubic meters of water, and 730.74 cubic meters of aggregate.

Uploaded by

deasyaja1212
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 1

PT.

BORNEO MANUNGGAL PRATAMA

CALCULATION DESIGN MIX FORMULA K-200


PROJECT :
CUSTOMER : PT Erich Balikpapan
LOCATION : Kariangau KM 5.5

Cement = 290 Kg/m3


GRADE : 16,6 Mpa Fly Ash = 0 Kg/m3
SLUMP : 10 +/- 2 Cm Silica Fume = Kg/m3
FLOW : Cm Sand = 44,0 %
W/Cm Ratio : 0,61 Screening = %
Standart Deviation : 2 Mpa Split = 56,0 %
Margin (K = 1,64 * SD) : 3,28 MPa Retarder = 0,25% %
Strength after 28 days : 19,88 MPa Plastisizer = 0,00%

CHARACTERISTIC OF MATERIALS
Description Source Of Materials
- Cement Type-I : Tonasa = 3,14 gr/cc
- F/Aggr 1 Natural sand : Lariang 100% = 2,62 gr/cc
- Split 1 Split 10/20 : Bojonegara 80% = 2,47 gr/cc
- Split 2 Split 20/30 : Palu 20% = 2,64 gr/cc
- Water Normal water : Water supply = 1,00 gr/cc
- Additive D Retarder : Sika Plastiment VZ = 1,18 gr/cc
- Additive F Plastisizer : Sika 8097 SV = 1,05 gr/cc

COMPOSITION FOR 1 M3
Water w/c ratio 0,61 = 176,90 Liter 176,90 Cu m
Cement Type-I 290,0 kg = 92,36 Liter 290,00000 Cu m
Add. D Sika Plastiment VZ 0,25% % = 0,61 Liter 0,00061 Cu m
Pasta = Water + Cement = 269,26 Liter Cu m
Aggregate = 1000 - 269,26 = 730,74 Liter
Sand Total 44% = 322 Liter
Coarse Agregate Total 56% = 409 Liter
AGGREGATES
Sand Lariang 100% = 842 kg
Split 10/20 Bojonegara 80% = 809 kg
Split 20/30 Palu 20% = 216 kg

SUMMARY FRESH CONCRETE


Fine Agg C.Agg C.Agg Add
Cement Water
Quantities (Kg) (Sand) (10/20) (20/30) Tipe D
(Kg) (Kg) (Kg) (Kg) (Kg) (Liter)
2335 290,0 176,9 842 809 216,1 0,61
Volume Concrete
(m3) 92,36 176,90 321,53 327 81,84 0,61
1000,00

Direksi Teknis Konsultan Penyedia Jasa Readymix Concrete


PT. Indec Internusa-KSO HK-Adhi-Abipraya,KSO PT Borneo Manunggal Pratama

…........................................ ….................................... ........................................ ….....................................................

You might also like