Aakar Abhinav - Consultants Pvt. Ltd.

An ISO 9001:2015 Certified Company

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Geotech

& Material Testing
Home > Services > Geotech & Material Testing







We have a full-fledged NABL accredited Geotechnical, Building Material, Bitumen and Micro Surfacing Testing Laboratory at Navi Mumbai for mechanical testing of aggregates, rock, soil, and concrete and Bitumen. Our laboratory is handled by technically qualified and experienced staff.


We offer following services in the field of Geotechnical Engineering and Bitumen testing:

  • Sample collection of soil and rock by drilling and boring at site.
  • Sample collection of Bitumen from site/manufacturing sources and testing in laboratory.
  • Testing and reporting test results strictly as per IS standard procedures.
  • Foundation analysis.
  • Soil investigation required for pavement design of highways using trial pit method.
  • Sub base investigation for pavement design.
  • Field CBR testing.
  • Plate Load Testing of foundation pit at site.
  • Dynamic Cone Penetration test at site.
  • Benkelman Beam Deflection testing for highways.

Certificate

of Accreditation NABL

Accreditation Standard : ISO/IEC 17025 : 2017



Scope of Geotechnical

Testing for NABL

Accreditation Standard : ISO/IEC 17025 : 2017


Sr.No Discipline / Group Materials or Products tested Component, parameter or characteristic tested /Specific Test Performed /Tests or type of tests performed Test Method Specification against which tests are performed and / or the techniques / equipment used
1 Mechnical-Buildings Materials Concrete Chequered Tiles Measurement of Dimensions IS 13801
2 Mechnical-Buildings Materials Concrete Chequered Tiles Water Absorption IS 13801
3 Mechnical-Buildings Materials fine aggregate Specific gravity(fine aggregate IS 2386(partIII)
4 Mechnical-Buildings Materials Fly Ash Bricks Measurement of dimensions IS 13757
5 Mechnical-Buildings Materials aggregate aggregate crushing value IS 2386 (part IV)
6 Mechnical-Buildings Materials aggregate Bulk density(loose and rodded) IS 2386(part III)
7 Mechnical-Buildings Materials aggregate Elongation Index IS 2386(part-I)
8 Mechnical-Buildings Materials aggregate Flakiness Index IS 2386(part-I)
9 Mechnical-Buildings Materials Clay Bricks Measurement of dimensions IS 1077
10 Mechnical-Buildings Materials Clay Bricks, Fly Ash Bricks Water Absorption IS 3495 (Part-2)
11 Mechnical-Buildings Materials Clay Bricks, Fly Ash Bricks Efflorescence IS 3495 (Part:3)
12 Mechnical-Buildings Materials Clay Bricks, Fly Ash Bricks Compressive Strength IS 3495 (Part-1)
13 Mechnical-Buildings Materials Coarse Aggregate 10 % Fine Value IS 2386 (Part 4)
14 Mechnical-Buildings Materials Coarse Aggregate Specific Gravity IS 2386(part III)
15 Mechnical-Buildings Materials coarse Aggregate, GSB WMM Aggregate Impact Value IS 2386(part-IV)
16 Mechnical-Buildings Materials Coarse Aggregate, GSB, WMM Sieve Analysis IS 2386(part-I)
17 Mechnical-Buildings Materials Coarse Aggregate, GSB,WMM Water Absorption IS 2386(part III)
18 Mechnical-Buildings Materials Concrete Beam Flexural Strength IS 516
19 Mechnical-Buildings Materials Concrete Core Compressive Strength IS 516 (Part 4)
20 Mechnical-Buildings Materials Concrete Cube Compressive Strength IS: 516
21 Mechnical-Buildings Materials Concrete Paving Block Compressive Strength IS 15658
22 Mechnical-Buildings Materials Concrete Paving Block Measurement of dimensions IS 15658
23 Mechnical-Buildings Materials Concrete Paving Block Water Absorption IS 15658
24 Mechnical-Buildings Materials Fine Aggregate Bulk Density(Loose and Rodded) IS 2386(part-III)
25 Mechnical-Buildings Materials Fine Aggregate Sieve Analysis IS 2386(part-I)
26 Mechnical-Buildings Materials Fine Aggregate Water Absorption IS 2386(part III)
27 Mechnical-Soil and Rock Rock Point load index IS 8764
28 Mechnical-Soil and Rock Rock porosity IS 13030
29 Mechnical-Soil and Rock Rock specific gravity(rock) IS 13030
30 Mechnical-Soil and Rock Rock unconfined compression test IS 9143
31 Mechnical-Soil and Rock Rock water content IS 13030
32 Mechnical-Soil and Rock Rock wet/dry density IS 13030
33 Mechnical-Soil and Rock soil, GSB CBR IS 2720(part 16)
34 Mechnical-Soil and Rock soil, GSB Partical size analysis by hydrometer IS 2720(part4)
35 Mechnical-Soil and Rock soil, GSB water content IS 2720(part II)
36 Mechnical-Soil and Rock Soil, GSB, WMM liquid limit IS 2720(part 5)
37 Mechnical-Soil and Rock Soil, GSB, WMM Modified proctor compactionoptimum moisture content IS 2720(part 8)
38 Mechnical-Soil and Rock Soil, GSB, WMM Modified proctor -maximum dry density IS 2720 (Part 8)
39 Mechnical-Soil and Rock Soil, GSB, WMM plastic limit IS 2720(part5)
40 Mechnical-Soil and Rock soil, Moorum Free swell index IS 2720(part 40)
41 Mechnical-Soil and Rock soil, Moorum Grain size analysis IS 2720(part 4)
42 Mechnical-Soil and Rock soil, Moorum shrinkage limit IS 2720 (part6)
43 Mechnical-Soil and Rock soil, Moorum Specific Gravity(soil) IS 2720 (part III/sec1)
44 Mechnical-Soil and Rock soil, Moorum standerd procter compactionoptimum moisture content IS 2720(part VII)
45 Mechnical-Soil and Rock soil, Moorum standerd proctor compactionmaximum dry density IS 2720(Part VII)
46 Mechnical-Soil and Rock Stones Specific Gravity IS 1122
47 Mechnical-Soil and Rock Stones Water Absorption IS 1124

Geotechnical

Services

Geotechnical Areas We Work


Geotechnical Investigation For

  • Foundation recommendation of various structures like major and minor bridges, culverts
  • High rise building in Mumbai area MCGM Authorities
  • Railway Bridge Girder Testing
  • Geotechnical Investigation for Marine Projects like river and creek bridges
  • Pile Load Testing as per IS2911-Part-4
  • Slope stability study and recommendation
  • Geotechnical Investigation by Trial Pits for road pavement design
  • Benkalman Beam Test
  • DCPT Test
  • Subgrade Evolution Test
  • Plate Load Test to determine SBC at foundation of structure


Geotechnical

Investigation

FOUNDATION RECOMMENDATIONS AND ROAD PAVEMENT DESIGNS


Project Site at Kanjurmarg

GEOTECHNICAL INVESTIGATION FOR PROJECT SITE AT KANJURMARG

Client - Jolly Brothers Pvt. Ltd

Tenure - March 2012 to April 2012

Nos. of Bore Holes - 10
Intake Well & Approach Bridge

GEOTECHNICAL INVESTIGATION FOR INTAKE WELL AND APPROACH BRIDGE LOCATIONS

Client - Gammon India Limited ( Patna Water Supply Distribution Network Pvt. Ltd.)

Tenure - October 2012 to January 2013

Intake Well - 3 Nos. & Approach Bridge Location - 1 No

Contract Value - Rs. 15.80 lakhs
Water Supply System Patna

FOR OVERHEAD SERVICE RESERVOIR FOR WATER SUPPLY SYSTEM. PATNA (BIHAR)

Client - Gammon India Limited(Patna Water Supply Distribution Network Pvt. Ltd.)

Start & Completion Month - July 2012 to December 2012

OHSR Location - 30 Nos

Contract Value - Rs. 60.82 Lakhs
Girder Testing for Rub/Nagthane

GIRDER TESTING FOR RUB/NAGTHANE RIVER BRIDGE PANVEL ‐ PEN ‐ ROHA DOUBLING PROJECT

Railway Authority - Dy. CHIEF ENGINEER(C) II, PANVEL, CENTRAL RAILWAY, PANVEL

Client - Railway Authority
Girder Testing for Rub

GIRDER TESTING FOR RUB ON PANVEL–PEN–ROHA DOUBLING PROJECT

Client - Railway Authority
Girder Testing for Rub/Bhogeshwari

GIRDER TESTING FOR RUB/BHOGESHWARI RIVER BRIDGE PANVEL‐PEN‐ROHA DOUBLING PROJECT

Railway Authority - CENTRAL RAILWAY, PANVEL

PILE LOAD TESTING – AS PER IS : 2911(PART IV)


Dyanamic Load Testing at Pune

DYNAMIC LOAD TESTING AT PUNE SATARA TOLL HIGHWAY(NH4)

Client - Reliance Infrastructure Limited

Start & Completion Month - December 2014 to December 2014
Proposed Construction of Subway

FOR PROPOSED CONSTRUCTION OF SUBWAY AT PANVEL RAILWAY SATION, PANVEL

Proposed Construction of Vuo

GEOTECHNICAL INVESTIGATION REPORT FOR THE PROPOSED CONSTRUCTION OF VUP AT WAKAD ON PUNE TO SATARA (NH4) HIGHWAY

Objective - Find out the subsoil stratification in the project area and collect data for deciding type of foundation and the design parameters of the foundation for the proposed vehicular under pass at the said highway.

Scope - Two nos. of bore holes estimated up to 3meter in bed rock to check continuity of rock mass.
Construction of Gavan Phata

Geotechnical Investigation Report for Various structures on widening road of JNPT Package-2 construction of Gavan Phata Interchange

Client - National Highway Authority of India(NHAI)

Scope - Eight bore holes with minimum 6.5 meter penetration into rock to check continuity of rock mass

Objective - Find out the subsoil stratification in the project area and collect data for deciding the design parameters of the foundation

Project Stretch - 20 KM(Approx)
Constrution of Cable Car Project

GEOTECHNICAL INVESTIGATION REPORT FOR PROPOSED CONSTRUCTION OF CABLE CAR PROJECT AT VASHI, NAVI MUMBAI

Scope of Investigation -
Six bore hole with 3meter penetration into rock to check continuity of rock mass. Scope of work also included the following
  • Conducting standard penetration tests
  • Collect undisturbed soil samples
  • Determine ground water level in each bore bole
  • prepare a geotechnical investigation report
Cable Car Project at Vashi

GEOTECHNICAL INVESTIGATION REPORT FOR PROPOSED CONSTRUCTION OF CABLE CAR PROJECT AT VASHI, NAVI MUMBAI

Client - TRIL

Objective of Investigation - subsoil stratification in the project area and collect data for deciding the design parameters of the foundation
Construction of Railway Bridge

PILE LOAD TESTING FOR PROPOSED CONSTRUCTION OF RAILWAY BRIDGE

Client - INDIA BULL LTD
Pile Load Testing at Amaravati

LATERAL - PILE LOAD TESTING AT AMARAVATI PEDHI RIVER BRIDGE

Client - M/s India Bull Pvt. Ltd

Start & Completion Month - March 2014 to May 2014

Other

Projects

GEOTECHNICAL INVESTIGATION FOR PROPOSED CONSTRUCTION OF FLYOVERS / BRIDGES


Sr.No Project Name Locations Client
1 DPR for construction of Bridge on Raravi -Belur Road (State Highway 63) in Siruguppa Taluk in Bellary District Hagari River KPW, Bellary
2 DPR for construction of flyovers on Thane Belapur Road Savita Chemical Junction
Ghansoli Junction
Mhape Vehicle Underpass
Turbhe Foot over bridge
Sanpada Foot over bridge
NMMC
3 DPR for construction of Elevated Flyover on Santacruz Chembur Link Road CST Road, Kalina, Mumbai MMRDA

GEOTECHNICAL INVESTIGATION FOR BUILDING PROJECTS


Sr.No Project Name Locations Client
1 Soil Investigation of Land proposed for Palghar District Head Quarters at Palghar Palghar CIDCO
2 Carrying out soil investigation for Electric Sub Station (ESS) & Receiving station plots at Pushpak Nagar, Navi Mumbai Navi Mumbai CIDCO
3 Carrying out Soil Investigation for Proposed Social Facility Building at R&R Pocket no.7 at Pushpak Node, Navi Mumbai Navi Mumbai CIDCO

GEOTECHNICAL INVESTIGATION FOR PAVEMENT DESIGN OF ROADS


Sr.No Project Name Locations Client
1 DPR for construction of Roads / Improvement of Roads - SH-34 Bidar KRDCL
2 DPR for construction of Roads / Improvement of Roads - SH-44 Belgaum & Bagalkot KRDCL
3 DPR for construction of Roads / Improvement of Roads - SH-55 Bagalkot & Bijapur KRDCL
4 DPR for construction of Roads / Improvement of Roads - Thane Belapur Service Road Near Mhape, Navi Mumbai NMMC
5 DPR for construction of Internal Roads / Improvement of Roads Turbhe Bus Depot, Navi Mumbai NMMC
6 DPR for construction of Internal Roads / Improvement of Roads TTC MIDC Area NMMC
7 DPR for construction of Internal Roads / Improvement of Roads Aurangabad MTDC
8 DPR for construction of Internal Roads / Improvement of Roads Thane -
9 DPR for construction of Internal Roads / Improvement of Roads Thane -
10 DPR for construction of Internal Roads / Improvement of Roads Tanaji Malusare City, Karjat -
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