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Core Cutting Format

This document summarizes field density test results for DBM/BC road works from Chainage 47+000 to 92+670 on SH-147 in Satara, Maharashtra under the Maharashtra Road Improvement Programme. The test was conducted using the core cutting method according to ASTM D-1599. Test results include location details, core measurements, weights of cores in air and water, saturated surface dry weights, calculated field bulk densities and percentages of compaction achieved and required.

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Deven Patle
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8K views1 page

Core Cutting Format

This document summarizes field density test results for DBM/BC road works from Chainage 47+000 to 92+670 on SH-147 in Satara, Maharashtra under the Maharashtra Road Improvement Programme. The test was conducted using the core cutting method according to ASTM D-1599. Test results include location details, core measurements, weights of cores in air and water, saturated surface dry weights, calculated field bulk densities and percentages of compaction achieved and required.

Uploaded by

Deven Patle
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
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Improvement to Phaltan,Pusegon, Aundh, Gopij, Nimsod , Mhasurne, Road SH - 147 KM 0+000 to

PN-40 89+000 Dist Satara (Part-2 Pusegon To Mhasurne KM 47+000 to 92+670 ) Under Maharashtra Road
Improvement Programme-MRIP Under Hybrid Annuity Mode

Client Maharashtra P W D

Independent Engineer Unison Consultant- Pune

E P C Contractor Raj Path Infracon Pvt. Ltd.

FIELD DENSITY OF DBM/BC WORKS


(Core cutting Method ASTM :D -1599)

RFI No. : Date of Laying :

Date of
Chainage : :
Sampling

Descreption of Layer : Date Testing :

Width of the
Thickness of Layer : :
Layer

GMM :

Core No. (a) 1 2 3 4 5 6

Chainage km (b)
Location
Offset from kerb
Edge,m ( c )

Thikness (mm) (d)

Wt in Air (gm) (e)

Wt in Water (f)

SSD Wt (gm) (g)

Field Bulk Density h=e/(g-f)

% of Compaction
I = (h/A) x 100
achieved
% of Compaction
Avg. Compaction % :
Required

Remark:

EPC Contractor Representative Authority Engineer Representative

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