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About Us:- Highway & QAQC is a Central India's leading Organisation Working Since 2010. We had Served over 100000 beneficeries in Construction field through our Training Program's. Also Contact us for Construction & Consultation services in both Highway's and Buildings Construction .
About Us:- Highway & QAQC is a Central India's leading Organisation Working Since 2010. We had Served over 100000 beneficeries in Construction field through our Training Program's. Also Contact us for Construction & Consultation services in both Highway's and Buildings Construction .
Our Services
We Provide Online and Onsite Training for Our Civil Engineers in Highway & Building Construction.
We Provide Construction Material and On Site Quality Control Test assosiation with NABL Registered Laboratory.
We Provide Consultation Services for Civil Construction.
We Provide Job Assistanse for Civil Construction Engineers and Workers.
We Provide All Types Construction Equipment on Both Rent and Regular Basis.
We Provide all Types Laboratory Equipments.
Foot Air Pump for Multipurpose Use CAR BIKE FOOTBALL etc.
Motorola G45 5G (Brilliant Blue, 8GB RAM,128GB Storage
Motorola G45 5G (Brilliant Blue, 8GB RAM,128GB Storage
realme Buds Wireless 3 Neo Bluetooth Neckband with 13.4 mm Dynamic Bass Boost Driver,Upto 32 Hours Playback,Fast Charge, AI ENC,45ms Low Latency,IP55 Dust & Water resistannt & Bluetooth v 5.4 (Green)
realme Buds Wireless 3 Neo Bluetooth Neckband with 13.4 mm Dynamic Bass Boost Driver,Upto 32 Hours Playback,Fast Charge, AI ENC,45ms Low Latency,IP55 Dust & Water resistannt & Bluetooth v 5.4 (Green)
Whirlpool 7 Kg 5 Star Royal Fully-Automatic Top Loading Washing Machine (WHITEMAGIC ROYAL 7.0 GENX, Grey, Hard Water Wash, ZPF Technology)
Whirlpool 7 Kg 5 Star Royal Fully-Automatic Top Loading Washing Machine (WHITEMAGIC ROYAL 7.0 GENX, Grey, Hard Water Wash, ZPF Technology)
LABORATORY EQUIPMENT CALIBRATION REQUIREMENTS & FREQUENCY
LABORATORY EQUIPMENT CALIBRATION REQUIREMENTS & FREQUENCY
HIGHWAY & QAQC
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Soil / Bituminous / Concrete Construction Material Testing Lab Equipment’s You Can Check Equipment Detail and Specification through given Link :-
Liquid limit apparatus
Plastic limit apparatus
Balance (digital)
Oven
Hydrometer
Pycnometer
Motorised sieve shaker
Proving rings set
Metal tray
Poly carbonate beakers 25ml,50ml,100ml,500 ml
Sieve(ISS Brass)20 cm dia. to10mm 38 micron, pan&cover
Triaxial outfit motorized (complete set)
Direct shear apparatus (complete set)
Cone penetrometer (set)
Lab. CBR apparatus (set)
Hydraulic sample ejector (complete set)
Speedy moisture meter
Proctor compaction apparatus
Sand Replacment compaction apparatus (Large Small and Medium)
Specific gravity bottle
Standard penetration test (SPT) apparatus
Aluminium boxes
Load frame motorised
Measuring cylinders (25-1000ml capacity)
Universal automatic compactor
Density bucket
IS Sieve set 20 cm dia, brass made, 10 mm -38 micron with pan & cover
IS Sieve set 45 cm dia, GI made, 125 mm -2.36mm & pan
Compaction rammer(light)
Sand pouring cylinder (large)
Core drilling machine
Infrared moisture meter
Aggregate Impact Testing Machine
Los Angeles Abrasion Testing Machine
Crushing value apparatus
Universal Penetrometer
Ductility Test Of Bitument
Saybolt Viscometer (Electrically heated)
Ring & Ball apparatus
Cleveland Flash & Fire Point apparatus
Heater
Frying Pan (Deep depth)
Thermometer
Density bucket
Depth gauge
Marshall Stability Test Apparatus
Viscosity of Bitument Test Kennon Manning Viscometer
Bitumen Extractor
Bitumen Solvent ( Benzyne)
Filter Paper
Water Bath
Hot Plate
Straight Edge for Camber
Road Joint Cutter
Grinder Cutter Machine
Parafin Wax
Vicat apparatus
Le – chateleir aratus
Mould (50mm)
Gauging trowel
Slump Test Apparatus
Compaction factor apparatus
https://www.indiamart.com/proddetail/compaction-factor-test-apparatus-19073943533.html
Mould (150mm)
Tamping rod.
EDI compression testing machine 2000 kn. & CTM
Flexure test of Concrete attachment
Mortar mixture capacity 4.75 ltr.
High speed stirrer with dispersior cap. & baffle
Jaw crusher three phase
Le – chatelier mould
Le – chatelier flask
Vibrating table
Beam mould (100*100*500) (150*150*700)
Cylindrical mould (150*300)
Cement autoclave
Heat of hydration
Curing tank for 6/12 mould of 1.50/ 70.6mm
Mould steel for 70.6mm cutes
Air permeability apparatus
Aluminium boxes
Rebound hammer
Ultrasonic testing instruments
Sieve 200mm dia spun brass frame for grading of Fine and Course agreegate
Concrete mixer drum type 1 cu feet
Longitudinal compresso-meter for modulus of Elasticity
Drying shrinkage and moisture movement Test
https://www.indiamart.com/proddetail/drying-shrinkage-testing-service-25192014691.html
Bulk density voids and bulking
Specific Gravity & Density basket
Crushing value apparatus
Permeability Test apparatus
Elocronic Weight Balance
Flakiness & Elongation Guage
Pycnometer
Agreegate Impact Testing Machine
Drying Oven
Measuring jar's
Flow Table
L Shape Box Apparaus
Thermometer
Vernier Caliper
Core Cutter Machine
Plumb BOB
Feeler Gauge, Screw Pitch Gauge/Thread. Wire Gauge & Circular Wire Gauge
Gypsum
Measuring Tape
Filter paper
GI Metal Tray
Niddle Vibratory Compactor
Standard Sand
Auto Level
Contact us:- What’s App +919669926461 or mail :- highwayqaqc@gmail.com
Subgrade Soil / Bituminous / Concrete Construction Material Testing Laboratory Equipment’s Detail and Specification
Subgrade Soil / Bituminous / Concrete Construction Material Testing Laboratory Equipment’s Detail and Specification
SOUNDNESS TEST OF AGGREGATES.
SOUNDNESS TEST OF AGGREGATES.
(IS: 2386 – PART – 5)
(IS: 2386 – PART – 5)
INTRODUCTION:
This test is intended to study the resistance of aggregates to weathering action.
In order to quicken the effect of weathering due to alternate wet-dry and or freeze-thaw cycles in the laboratory, the resistance to disintegration of aggregate is determined by soaking the specimen in saturated solution of sodium sulphate or magnesium sulphate.
Object:
Determination of the soundness of aggregates.
Apparatus:
The apparatus required for the test are containers for aggregates, sieves (63, 50, 40, 31.5, 20, 16, 10, 8, 4.75 and 4mm), balance of capacity 5kg to weight accurate to at least 0.1g and oven to maintain 105 C to 110 C.
Procedure:
Saturated solution of Sodium sulphate (the anhydrous Na2SO4 or the crystalline Na2SO4 10H2O) is prepared in water at a temperature of 250 to 300C. The solution is maintained at a temperature of 270C+/-20C and stirred at frequent intervals, until it is used. At the time of using the solution should have a specific gravity of not less than 1.151 and not more than 1.171, and discolored solution should not be used. It may be necessary to use not less than 420g of anhydrous salt or 1300g of the crystalline decahydrate salt per liter of water. Alternatively saturated solution of Magnesium sulphate may be prepared by dissolving either anhydrous (MgSO4) or crystalline (MgSO47H2O) magnesium sulphate. At the time of using, the solution should have a specific gravity of not less than 1.295 and not more than 1.308. Not less than 400g of the anhydrous salt or 160 g of the crystalline heptahydrate may be used per liter of water. The specimen of coarse aggregate for the test may be prepared after removing the fraction finer than 4.75mm IS sieve. The sample should be of such a size that it would yield not less than the following
amounts of the different sizes, which should be available in amount of 5 percent or more.
(i) 20mm to 10mm - 1000 g
10mm to 4.75mm - 300 g
consisting of 20 to 12.5mm – 67% , 2.5 to 10mm – 33%
(ii) 40mm to 20mm - 1500 g
consisting of 40 to 25mm – 67%, 25 to 20mm – 33%
(iii) 63mm to 40mm - 3000 g
consisting of 63 to 50mm – 50%, 50 to 40mm – 50%
(iv) 80mm and large sizes by
20mm spread in sieve size, - 3000 g
each fraction The sample of coarse aggregate should be thoroughly washed and dried to a constant weight at 105 to 110 C and is separated to different size ranges, as given above, by sieving. The proper weight of the sample for each fraction is weighed and placed in separate containers for the test. In the case of fraction coarser than 20mm, the particles are also counted. The samples are immersed in the prepared solution of sodium sulphate or magnesium sulphate for 16 to 18 hours in such a manner that the solution covers them to a depth of at least 15mm. The containers are kept covered to reduce evaporation and during the period of immersion, the temperature of the solution is maintained at 270 +/- 10C. After the immersion period, the aggregates are removed from the solution, drained for about 15 minutes, and placed in the drying oven maintained at a temperature of 105 to 110C. The samples are dried to a constant weight at this temperature by checking the weights after 4 hours up to 18 hours. When the successive weights differ by less than 1 g, it may be considered that constant weight has been attained and then it may be allowed to cool to room temperature. Then the aggregates are again immersed in the prepared solution, for the next cycle of immersion and drying. The number of cycles of alternate immersion and drying are minimum 5 for road aggregates.
After completion of the final cycle, the sample is cooled washed free from the sulphat. This may be determined when there is no more reaction of the wash water with barium chloride (i.e., when there is no white precipitation when barium chloride is added to wash water, it can be said that there is no sulphate with wash water). Each fraction of the sample is then dried to constant temperature of 105 to 110 C and weighed. Coarse aggregate fractions are sieved by IS sieves of sizes indicated below:
Size of Aggregate Sieve Size used to determine Loss
63 – 40 mm - 31.5 mm Sieve
40 – 20 mm - 16 mm Sieve
20 – 10 mm - 8 mm Sieve
10 – 4.75 mm - 4 mm Sieve
Each fraction of aggregate is examined visually to see if there is any evidence of excessive splitting,crumbling or disintegration of the grains. A combined sieve analysis of all the materials subjected to the above test cycles, may also be carried out to note the variation from the original grain size distribution of the sample.
Limits:
Soundness of aggregates: Loss with Sodium Sulphate – Max.12% (5 cycles).
Loss with Magnesium Sulphate – Max.18% (5 cycles).
Quality Assurance Plan (QAP) for Building Construction
Quality Assurance Plan (QAP) for Building Construction
with 2 Transmitters & a Receiver for Android/Type-C Devices. 50m Range. for Vlog, Social Media, YouTube Content & Rechargeable Battery.
with 2 Transmitters & a Receiver for Android/Type-C Devices. 50m Range. for Vlog, Social Media, YouTube Content & Rechargeable Battery.
QA QC TEST FREQUENCY AS PER MORTH 5th REVISON
QA QC TEST FREQUENCY AS PER MORTH 5th REVISON
test frequency as per morth 5th revision.docx
Redmi 13 5G, Orchid Pink, 6GB+128GB | India Debut SD 4 Gen 2 AE | 108MP Pro Grade Camera | 6.79in Largest Display in Segment
Redmi 13 5G, Orchid Pink, 6GB+128GB | India Debut SD 4 Gen 2 AE | 108MP Pro Grade Camera | 6.79in Largest Display in Segment
TCL 139 cm (55 inches) Metallic Bezel-Less Series 4K Ultra HD Smart LED Google TV 55V6B Black
TCL 139 cm (55 inches) Metallic Bezel-Less Series 4K Ultra HD Smart LED Google TV 55V6B Black
Theoretical Maximum Specific Gravity (Gmm) and Density of Bituminous Paving Mixtures
Theoretical Maximum Specific Gravity (Gmm) and Density of Bituminous Paving Mixtures
Scope of the Test Method -
This test method covers the determination of the theoretical maximum specific gravity and density of uncompacted bituminous paving mixtures at 25ºC. The theoretical maximum specific gravity (Gmm) is used:
(a) to calculate air voids in compacted bituminous mixtures,
(b) to calculate the amount of bitumen absorbed by the aggregate, and
(c) to provide target value for the compaction of paving mixtures in the field.
A sample of loose paving mixture is placed in a tarred vacuum vessel. Water at 25ºC is added to completely submerge the sample. A specified amount of vacuum is gradually applied to remove the air bubbles entrapped between asphalt mix particles. After the vacuum is released, the volume of the sample of the void less paving mixture is obtained by either immersing the vacuum container with the sample in a water bath and weighing or by filling the calibrated vacuum container level full of water and weighing in air.
Testing Equipment
(a)Vacuum flask
A thick-walled volumetric glass flask with a capacity of approx. 4000 ml, fitted with a rubber stopper with a connection for the vacuum line. The hose connection shall be covered with a small piece of fine wire mesh to minimize loss of any fine material from the mix.
(b) Balance capable of being read to the nearest 0.1 gram.
If weighing is to be done under water, a suitable suspension arrangement shall be provided for weighing the sample while suspended from the center of the balance.
(c) Vacuum pump
capable of evacuating air from the vacuum container to a residual pressure of 4.0 kPa (30 mm of Hg) or less. Provide a suitable trap between the pump and container to minimize water vapour entering the vacuum pump.
(d) Residual pressure manometer or calibrated absolute pressure gauge with a bleed valve to adjust the vacuum level. (e) Water bath capable of maintaining a constant temperature of 25ºC +/-1ºC and suitable for immersion of the suspended container.
Test Procedure
(a) Separate the particles of the loose paving mixture (while it is warm) by hand so that the particles are not larger than about 6 mm. Do not fracture the aggregate. Place the mix sample directly into the tared bowl or flask. Weigh the container with the sample and designate the net mass of the sample only as A. (Note: The minimum sample size shall be 1500 g for mixes with nominal maximum aggregate sizes of 12.5 mm or smaller; and shall be 2500 g for mixes with nominal maximum aggregate sizes from 19 to 25 mm.)
(b) Add sufficient water at 25ºC to cover the sample completely. Place the stopper (flasks
(c) Place the Flask with the sample and water on a mechanical agitation device or agitate manually at frequent intervals (2 to 3 minutes). Begin removing entrapped air by gradually applying vacuum and increasing the vacuum pressure until the residual manometer reads 3.7 +/- 0.3 kPa (27.5 +/- 2.5 mm of Hg). After achieving this level within 2 minutes, continue the vacuum and agitation for 15 +/- 2 minutes. Gradually release the vacuum with the bleed valve.
(d) Weighing in air:
Fill the flask slowly with water ensuring not to introduce any air into the sample. Place the flask in water bath for 10 +/- 1 minutes to stabilize the temperature at 25ºC without submerging the top of the flask. Completely fill the flask with water using a cover plate without entrapping air beneath the cover plate. Wipe the exterior of the flask and cover plate. Determine the mass of the flask, plate and its contents completely filled with water. Designate this mass as E.
Calculations – Calculate the maximum specific gravity of the sample of loose paving mixture as follows:
Gmm = A/(A+D-E)
Gmm = maximum specific gravity of the mixture
A = mass of dry sample in air, g
D = mass of cover plate and flask filled with water at 25ºC, g
E = mass of flask, cover plate, sample, and water at 25ºC, g
Indian Roads Congress (IRC) Codes
Indian Roads Congress (IRC) Codes
Download Pdf from Below List.
IRC 002 -1968 Route Marker Signs for National Highways
IRC 003-1983 Dimensions and Weights of Road Design Vehicles
IRC 005-1998 Standard Specifications and Code of Practice for Road Bridges, Section I (General Features of Design) (Seventh Revision)
IRC 006 2014 Standard Specifications and Code of Practice for Road Bridges, Section II – Loads and Stresses (Fourth Revision)
IRC 007 1971 Recommended Practice for Numbering Bridges and Culverts
IRC 009 1972 Traffic Census on Non-Urban Roads
IRC 011 1962 Recommended Practice for the Design and Layout of Cycle Tracks
IRC 012 2009 Guidelines for Access, Location and Layout of Roadside Fuel Stations and Service Stations (Third Revision)
IRC 014 2004 Recommended Practice for Open Graded Premix Carpet (Third Revision)
IRC 015 2011 Standard Specifications and Code of Practice for Construction of Concrete Roads (Fourth Revision)
IRC 016 2004 Standard Specifications and Code of Practice for Prime and Tack Coat (Second Revision)
IRC 019 2005 Standard Specifications and Code of Practice for Water Bound Macadam
IRC 020 1966 Recommended Practice for Bituminous Penetration Macadam (Full Grout)
IRC 025 1967 Type Designs for Boundary Stones
IRC 028 1967 Tentative Specifications for the Construction of Stabilized Soil Roads with Soft Aggregate in Areas of Moderate and High Rainfall
IRC 031 1969 Route Marker Signs for State Routes
IRC 032 1969 Standard for Vertical and Horizontal Clearances of Overhead Electric Power and Telecommunication Lines as Related to Roads
IRC 034 2011 Recommendations for Road Construction in Areas Affected by Water Logging, Flooding and/or Salts Infestation
IRC 037 2012 Tentative Guildelines for the Design of Flexible Pavements
IRC 039 1986 Standards for Road-Rail Level Crossings (First Revision)
IRC 040 2002 Standard Specifications and Code of Practice for Road Bridges, Section IV (Brick, Stone and Cement Concrete Block Masonry) (Second Revision)
IRC 041 1997 Guidelines for Type Designs for Check Barriers (First Revision)
IRC 043 1972 Recommended Practice for Tools, Equipment and Appliances for Concrete Pavement Construction
IRC 045 1972 Recommendations for Estimating the Resistance of Soil Below the Maximum Scour Level in the Design of Well Foundations of Bridges
IRC 047 1972 Tentative Specification for Built-Up Spray Grout
IRC 050 1973 Recommended Design Criteria for the Use of Cement-Modified Soil in Road Construction
IRC 053 2012 Road Accident Recording Forms A-1 and A-4 (Second Revision)
IRC 054 1974 Lateral and Vertical Clearances at Underpasses for Vehicular Traffic
IRC 055 1974 Recommended Practice for Sand-Bitumen Base Courses
IRC 056 2011 Recommended Practice for Treatment of Embankment and Roadside Slopes for Erosion Control (First Revision)
IRC 060 1976 Tentative Guidelines for the Use of Lime-Fly Ash Concrete as Pavement Base or Sub-Base
IRC 062 1976 Guidelines for Control of Access on Highways
IRC 063 1976 Tentative Guidelines for the Use of Low Grade Aggregates and Soil Aggregates Mixtures in Road Pavement Construction
IRC 064 1990 Guidelines for Capacity of Roads in Rural Areas (First Revision)
IRC 066 1976 Recommended Practice for Sight Distance on Rural Highways
IRC 067 2012 Code of Practice for Road Signs (Third Revision)
IRC 071 1977 Recommended Practice for Preparation of Notations
IRC 072 1978 Recommended Practice for Use and Upkeep of Equipment, Tools and Appliances for Bituminous Pavement Construction
IRC 073 1990 Geometric Design Standards for Rural (Non-Urban) Highways
IRC 074 1979 Tentative Guidelines for Lean-Cement Concrete and Lean Cement-Fly Ash Concrete as a Pavement Base or Subbase
IRC 076 1979 Tentative Guidelines for Structural Strength Evaluation of Rigid Airfield Pavements
IRC 078 2014 Standard Specifications and Code of Practice for Road Bridges, Section VII – Foundations and Substructure (Revised Revision)
IRC 080 1981 Type Designs for Pick-Up Bus Stops on Rural (i.e., Non-Urban) Highways
IRC 081 1997 Guidelines for Strengthening of Flexible Road Pavements Using Benkelman Beam Deflection Technique (First Revision)
IRC 082 1982 Code of Practice for Mainteance of Bituminous Surfaces of Highways
IRC 083-1 1999 Standard Specifications and Code of Practice for Road Bridges, Section IX (Bearings), Part I (Metallic Bearings) (First Revision)
IRC 083-2 1987 Standard Specifications and Code of Practice for Road Bridges, Section IX (Bearings), Part II (Elastomeric Bearings)
IRC 083-3 2002 Standard Specifications and Code of Practice for Road Bridges, Section IX (Bearings), Part III (Pot, Pot-Cum-PTEE, Pin and Metallic Guide Bearings)
IRC 083 2014 Standard Specifications and Code of Practice for Road Bridges, Section IX – Bearings, Part I : Metallic Bearings
IRC 085 1983 Recommended Practice for Accelerated Strength Testing and Evaluation of Concrete for Road and Airfield Constructions
IRC 086 1983 Geometric Design Standards for Urban Roads in Plains
IRC 087 2011 Guidelines for the Design and Erection of Formwork, Falsework and Temporary Structures (First Revision)
IRC 088 1984 Recommended Practice for Lime Flyash Stabilised Soil Base/Sub-Base in Pavement Construction
IRC 089 1997 Guidelines for Design and Construction of River Training and Control Works for Road Bridges (First Revision)
IRC 090 2010 Guidelines of Selection, Operation and Maintenance of Bituminous Hot Mix Plant (First Revision)
IRC 092 1985 Guidelines for the the Design of Interchanges in Urban Areas
IRC 093 1985 Guidelines on Design and Installation of Road Traffic Signals
IRC 099 1988 Tentative Guidelines on the Provision of Speed Breakers for Control of Vehicular Speeds on Minor Roads
IRC 101 1988 Guidelines for Design of Continuously Reinforced Concrete Pavement with Elastic Joints
IRC 102 1988 Traffic Studies for Planning Bypasses Around Towns
IRC 104 1988 Guidelines for Environmental Impact Assessment of Highway Projects
IRC 105 1988 Tentative Specification for Bituminous Concrete (Asphaltic Concrete) for Airfield Pavements
IRC 107 2013 Specification for Bitumen Mastic Wearing Courses (First Revision)
IRC 108 1996 Guidelines for Traffic Prediction on Rural Highways
IRC 109 1997 Guidelines for Wet Mix Macadam
IRC 110 2005 Standard Specifications and Code of Practice for Design and Construction of Surface Dressing
IRC 112 2011 Code of Practice for Concrete Road Bridges
IRC 113 2013 Guidelines for the Design and Construction of Geosynthetic Reinforced Embankments on Soft Subsoils
IRC 114 2013 Guidelines for Use of Silica-Fume in Rigid Pavement
IRC 115 2014 Guidelines for Structural Evaluation and Strengthening of Flexible Road Pavements Using Falling Weight Deflectometer (FWD) Technique
IRC 116 2014 Specifications for Readymade Bituminous Pothole Patching Mix Using Cut-Back Bitumen
IRC SP 004 1965 Bridge Loadings Around The World
IRC SP 008 1980 Type Designs for Highway Kilometre Stones (Second Revision)
IRC SP 011 1984 Handbook of Quality Control for Construction of Roads and Runways
IRC SP 013 2004 Guidelines for the Design of Small Bridges and Culverts
IRC SP 016 2008 Guidelines for Surface Evenness of Highway Pavements
IRC SP 018 1996 Manual for Highway Bridge Maintenance Inspection
IRC SP 019 2001 Manual for Survey, Investigation and Preparation of Road Projects (Second Revision)
IRC SP 020 2002 Rural Roads Manual MORD Specification
IRC SP 021 2009 Guidelines on Landscaping and Tree Plantation
IRC SP 023 1993 Vertical Curves for Highways
IRC SP 024 1984 Guidelines on the Choice and Planning of Appropriate Technology in Road Construction
IRC SP 025 1984 Gopi and His Road Roller - Guidelines on Maintenace of Road Rollers
IRC SP 026 1984 Report Containing Recommendations of IRC Regional Workshops on Rural Road Development
IRC SP 027 1984 Report Containing Recommendations of the IRC Regional Workshops on Highway Safety
IRC SP 028 1995 Road Transport and Energy (First Revision)
IRC SP 029 1994 Directory of Indigenous Manufacturers of Road/Bridge Construction Machinery and Important Bridge Components (First Revision)
IRC SP 030 2009 Manual on Economic Evaluation of Highway Projects in India (Second Revision)
IRC SP 036 1991 Guidelines on Format for IRC Standards
IRC SP 037 2010 Guidelines for Evaluation of Load Carrying Capacity of Bridges
IRC SP 038 1992 Manual for Road Investment Decision Model
IRC SP 039 1992 Guidelines on Bulk Bitumen Transportation and Storage Equipment
IRC SP 040 1993 Guidelines on Techniques for Strengthening and Rehabilitation of Bridges
IRC SP 041 1994 Guidelines for the Design of At-Grade Intersections in Rural and Urban Areas
IRC SP 042 2014 Guidelines on Road Drainage (First Revision)
IRC SP 043 1994 Guidelines on Low-Cost Traffic Management Techniques for Urban Areas
IRC SP 044 1996 Highway Safety Code
IRC SP 046 2013 Guidelines for Designa nd Construction of Fibre Reinforced Concrete for Pavements (First Revision)
IRC SP 047 1998 Guidelines on Quality Systems for Road Bridges
IRC SP 049 2014 Guidelines for the Use of Dry Lean Concrete as Sub-base for Rigid Pavement (First Revision)
IRC SP 050 2013 Guidelines on Urban Drainage (First Revision)
IRC SP 052 1999 Bridge Inspector Reference Manual
IRC SP 053 2010 Guidelines on Use of Modified Bitumen in Road Construction (Second Revision)
IRC SP 054 2000 Project Preparation Manual for Bridges
IRC SP 055 2014 Guidelines on Traffic Management in Work Zones
IRC SP 057 2000 Guidelines for Quality Systems for Road Construction
IRC SP 058 1999 Guidelines for Use of Fly Ash in Road Embankments
IRC SP 060 2002 An Appraoch Document for Assessment of Remaining Life of Concrete Bridges
IRC SP 061 2004 An Approach Document on Whole Life Costing for Bridges in India
IRC SP 062 2014 Guidelines for the Design and Construction of Cement Concrete Pavement for Low Volume Roads (First Revision)
IRC SP 063 2004 Guidelines for the Use of Interlocking Concrete Block Pavement
IRC SP 064 2005 Guidelines for the Analysis and Design of Cast-in-Place Voided Slab Superstructure
IRC SP 065 2005 Guidelines for Design and Construction of Segmental Bridges
IRC SP 066 2005 Guidelines for Design of Continuous Bridges
IRC SP 067 2005 Guidelines for Use of External and Unbonded Prestressing Tendons in Bridge Structures
IRC SP 070 2005 Guidelines for the Use of High Performance Concrete in Bridges
IRC SP 071 2006 Guidelines for Design and Construction of Pretensioned Girder of Bridges
IRC SP 073 2007 Manual of Standards and Specifications for Two Laning of State Highways on B.O.T. Basis
IRC SP 074 2007 Guidelines for Repair and Rehabilitation of Steel Bridges
IRC SP 075 2008 Guidelines for Retrofitting of Steel Bridges by Prestressing
IRC SP 077 2008 Manual for Design Construction and Maintenance of Gravel Roads
IRC SP 078 2008 Specifications for Mix Seal Surfacing (MSS) Close-Graded Premix Surfacing (CGPS)
IRC SP 079 2008 Tentative Specifications for Stone Matrix Asphalt
IRC SP 082 2008 Guidelines for Design of Causeways and Submersible bridge
IRC SP 083 2008 Guidelines for Maintenance, Repairs & Rehabilitation of Cement Concrete Pavements
IRC SP 084 2014 Manual for Specifications and Standards for Four Laning of Highways Through Public Private Partnership (First Revision)
IRC SP 085 2010 Guidelines for Variable Message Signs
IRC SP 086 2010 Guidelines for Selection, Operation and Maintenance of Paver Finishers
IRC SP 087 2013 Manual of Specification and Standards for Six Laning of Highways Through Public Private Partnership (First Revision)
IRC SP 088 2010 Manual on Road Safety Audit
IRC SP 090 2010 Manual for Grade Separators and Elevated Structures
IRC SP 092 2010 Road Map for Human Resource Development in Highway Sector
IRC SP 093 2011 Guidelines on Requirements for Environmental Clearance for Road Projects
IRC SP 094 2011 Material Testing Facilities for Highway Sector in National Capital Region
IRC SP 095 2011 Model Contract Document for Maintenance of Highways
IRC SP 096 2012 Guidelines for Selection, Operation and Maintenance of Concrete Batching and Mixing Plants
IRC SP 097 2013 Guidelines on Compaction Equipment for Road Works
IRC SP 098 2013 Guidelines for the Use of Waste Plastic in Hot Bituminous Mixes (Dry Process) in Wearing Courses
IRC SP 099 2013 Manual of Specification and Standards for Expressways
IRC SP 100 2014 Use of Cold Mix Technology in Construction and Maintenance of Roads Using Bitumen Emulsion
IRC SP 101 2014 Interim Guidelines for Warm Mix Asphalt
IRC SP 102 2014 Guidelines for Design and Construction of Reinforced Soil Walls
IRC SP 104 2015 Guidelines for Fabrication and Erection of Steel Bridges
IRC SP 105 2015 Explanatory Handbook to IRC:112-2011: Code of Practice for Concrete Roads Bridges
IRC SP 106 2015 Engineering Guidelines on Landslide Mitigation Measures for Indian Roads
IRC SP 107 2015 Guidelines for Gap Graded Wearing Course with Rubberised Bitumen-(Bitumen Rubber)
IRC SP 108 2015 Guidelines on Preparation and Implementation of Environment Management Plan
IRC SP 109 2015 Guidelines for Design and Construction of Small Diameter Piles for Road Bridges
IRC SP 110 2017 Application of Intelligent Transport System for Urban Roads
IRC SP 111 2017 Capacity Building of Road Agencies In Charge of Implementation of Road Projects in Urban Areas
IRC SP 112 2017 Manual for Quality Control in Road and Bridge works
IRC SP 113 2018 Guidelines on Flood Disaster Mitigation for Highway Engineers
IRC SP 114 2018 Guidelines for Seismic Design of Road Bridges
IRC SP 115 2018 Guidelines for Design of Integral Bridges
IRC SP 116 2018 Guidelines for Design and Installation of Gabion Structures
IRC SP 117 2018 Manual on Universal Accessibility for Urban Roads and Streets
IRC SP 118 2018 Manual for Planning and Development of Urban Roads and Streets
IRC SP 119 2018 Manual of Planting and Landscaping of Urban Roads
IRC SP 120 2018 Explanatory Handbook to IRC:22-2015 Standard Specifications and Code of Practice for Road Bridges, Section VI-Composite Construction
IRC SP 121 2018 Guidelines for Use of Iron, Steel and Copper Slag in Construction of Rural Roads
IRC SP 124 2019 Model Contract for Maintenance of Roads (Based on single Percentage Rate)
IRC SP 125 2019 Guidelines for Cement Grouted Bituminous Mix Surfacing for Urban Roads
IRC SP 126 2019 Guidelines for the Design and Construction of Low Volume Rural Roads Using Jute Geotextiles
MORD 18 2016 Rural Road Safety Manual — Promoting Safer Connectivity in Rural India
MORD 19 2016 Manual on Construction Equipment for Rural Roads
MORD 20 2016 Quality Assurance Handbook for Rural Roads, Volume I
MORD 21 2016 Quality Assurance Handbook for Rural Roads, Volume II
MORD 22 2015 Measures proposed to achieve economy in Construction of rural roads under the PMGSY
MORD 23 2015 Revised and Amended Standard Bidding Document
MORD 24 2015 Do It Yourself Construction of Cement Stabilized Sub Base/Base
MORD 25 2015 Do It Yourself Rural Roads Construction Using Fly Ash
MORD 26 2015 Do It Yourself Cell Filled Concrete Pavement
MORD 27 2015 Do It Yourself Gabion Retaining Walls for Rural Roads
MORD 28 2015 Grameen Sampark (December 2015) English Version
MORD 29 2015 Grameen Sampark (December 2015) Hindi Version
MORD 30 2015 Guidelines For Road Signages under PMGSY
MORT 245 2018 Pocket book for Road Construction Equipment
MORT 246 1983 Manual for Maintenance of Roads, 1983
MORT 248 2019 Pocketbook for Highway Engineers, 2019 (Third Revision)
MORT 248 2002 Pocketbook for Highway Engineers, 2002 (Second Revision)
MORT 250 2013 Specifications for Road and Bridge Works, 2013 (Fifth Revision)
MORT 256-2 1997 Standard Plan for Highway Bridges — Prestressed Concrete Beams and RCC Slab Type Superstructure Volume-II
MORT 278-1 2010 Guidelines for Expressways Part I
MORT 278-2 2010 Guidelines for Expressways Part I
MORT SDB-1 2010 Standard Data Book for Analysis of Rates (Second Revision - 2019), Volume 1: For Plain/Rolling Terrain
MORT SDB-2 2010 Standard Data Book for Analysis of Rates (Second Revision - 2019), Volume 2: For Hilly Terrain
Made available to the public under the provisions of the Bureau of Indian Standards Act of 1986 and the Right to Information Act of 2005. In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. Source: law.resource.org
Quality Control Test of Subgrade Construction Conducted in Field's and Laboratory .
Quality Control Test of Subgrade Construction Conducted in Field's and Laboratory .
In this Program we provide Subgrade Construction Related All Important Quality Control Test's Excel Files, Codes and Specification's Pdf and litrature's along with there Practical Video's .
CBR Test Lab Practical Video Link here: Video
for More Information WhatApp 9669926461
Foot Air Pump for Multipurpose Use CAR BIKE FOOTBALL etc.
Motorola G45 5G (Brilliant Blue, 8GB RAM,128GB Storage
Motorola G45 5G (Brilliant Blue, 8GB RAM,128GB Storage
realme Buds Wireless 3 Neo Bluetooth Neckband with 13.4 mm Dynamic Bass Boost Driver,Upto 32 Hours Playback,Fast Charge, AI ENC,45ms Low Latency,IP55 Dust & Water resistannt & Bluetooth v 5.4 (Green)
realme Buds Wireless 3 Neo Bluetooth Neckband with 13.4 mm Dynamic Bass Boost Driver,Upto 32 Hours Playback,Fast Charge, AI ENC,45ms Low Latency,IP55 Dust & Water resistannt & Bluetooth v 5.4 (Green)
Whirlpool 7 Kg 5 Star Royal Fully-Automatic Top Loading Washing Machine (WHITEMAGIC ROYAL 7.0 GENX, Grey, Hard Water Wash, ZPF Technology)
Whirlpool 7 Kg 5 Star Royal Fully-Automatic Top Loading Washing Machine (WHITEMAGIC ROYAL 7.0 GENX, Grey, Hard Water Wash, ZPF Technology)
Quality Control Test of Sub Base and Base Course Construction Conducted in Field's and Laboratory .
Quality Control Test of Sub Base and Base Course Construction Conducted in Field's and Laboratory .
In this Program we provide Base and Subbase ie. WMM, GSB, CTSB, CTB, WBM Construction Related All Important Quality Control Test's Excel Files, Mix Desgns, Codes and Specification's Pdf and litrature's along with there Practical Video's .
Lab Practical Video Link here: Video
for More Information WhatApp 9669926461
National Highway Bridge and Structure Standard Drawing
National Highway Bridge and Structure Standard Drawing
1.RCC T-Beam and RCC deck Slab Span 12 meter Bridge
2.PSC T-Beam and RCC Slab Composite Span 20 meter, 24 meter, 28 meter, 32 meter Bridge
3.PSC Box Girder and RCC Slab Composite Span 32 meter Bridge
Quality Control in Bituminous Construction Work. DBM, BC, BM, SDBC, OGPC, Mastic Asphalt construction activities in Field's and Laboratory .
Quality Control in Bituminous Construction Work. DBM, BC, BM, SDBC, OGPC, Mastic Asphalt construction activities in Field's and Laboratory .
In this Program we provideDBM, BC, BM, SDBC, OGPC, Mastic Asphalt Construction Quality Control Related activities in Field's and Laboratory All Important Quality Control Test's Excel Files, Mix Desgns, Codes and Specification's Pdf and litrature's along with there Practical Video's .
Practical Video of Asphalt Road Construction: Video
for More Information WhatApp 9669926461
Absolute Viscosity Test of Bitumen Kannon Manning Viscometer
Calibration of Rapid Moister Meter
CBR Test of Soil Complete Lab Practical
#cbrtest #californiabearingratio
Types of Joints in Pavement Quality Concrete | Dowell Bars | Tie Bars | Contaction Joints
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