EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No

Size: px
Start display at page:

Download "EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No"

Transcription

1 EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity SOIL 1 CBR Testing Machine set Proving ring of 50 KN 2 3 Proving ring of 25 KN 4 4 Proving ring of 20 KN 1 5 Proving ring of 10 KN 3 6 Proving ring of 2 KN 1 7 Dial gauge of 25 mm 27 8 Nuclear Density Gauge 1 9 Proctor Mould 1000 cc 3 10 Proctor Mould 2250 cc 2 11 CBR Mould NOS Hammer ( 4.89kg 2 13 Hammer ( 2.5kg 1 14 Perforated Plate Surcharge Weight ( 2.5kg ) Surcharge Weight ( 5kg ) 0 17 Spacure Disk 4 18 Sand Pouring Cylinder (20 Cm) 4 19 Try 20 cm dia Calibrating Container 4 21 Sand Pouring Cylinder (10 Cm) 1 22 Sand Pouring Cylinder (15 Cm) 3 23 Try for 15 cm dia 8 24 Hot Air Oven ( C) 3 25 Rapid moisture meters 6 26 Cassagrande Apparatus Hand operated 2 27 Cone Penetratometer Direct Shear Testing MaChine 1 29 Container PVC 1000ml Jar 2 CONCRETE 30 Mortar cube Vibrating Machine 2 31 Vicat Apparatus 1 32 Soundness apparatus (Le-Chatlier mould-set of 6) 1 33 Slump test Apparatus 1 34 Mortar Cube Mould of size 7.06cm X 7.06cm X 7.06cm Mortar Cube Mould of size 10cm X 10cm X 10cm Lab Concrete Trial Mixer Machine 1 37 Cube Testing Machine (2000 KN) Cap 3 38 Flexural Testing machine (100 KN) cap 1 39 Pycnometer ( 50 ML ) Cap Concrete Cube Moulds (15X15X 15 cm) PQC Beam Mould (70 x 15x 15 cm) 3 42 Permeability testing appratus for Concrete 4 42A DLC VIBRATOR - AGGREGATE 43 Aggregate Impact Value Apparatus 2 44 Flakiness Gauge 3 130

2 EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 45 Elongation Gauge 3 46 Pycnometer (1000 ML) 7 47 Wire Basket for density 1 48 Los Angeles abrasion Test Apparatus 2 49 Crushing Value Apparatus 2 50 Riffle Box of (40mm and 20mm ) 6 51 Sand equivalent test apparatus 1 /BITUMINOUS MIXES 52 Marshall Stability Apparatus set-brecking head( 100mm and 150mm) 1 53 Marshal Testing Machine 3 54 Bitumen Penetration Apparatus 2 55 Centrifugal Bitumen Extractor- Motorized Core cutting machine DG set 5 KVA 1 58 Core Bit 100mm dia 0 59 Core Bit 150mm dia 0 60 Marshall Moulds sets of 150mm dia, with base plate and collar Marshall Moulds sets of 100mm dia, with base plate and collar Air Suction Pump 1 63 Marshall compaction Pedestal for 150mm dia 1 64 Marshall compaction Pedestal for 100mm dia 1 65 Marshall rammers of 150mm dia 1 66 Marshall rammers of 100mm dia 1 67 Water bath 2 68 Specific gravirty bottels of 50ml capacity set 2 69 Specific gravirty bottels of 2litre capacity set 1 70 Softening Point Apparatus Ductility Apparatus 2 72 Brook field Viscometer 0 73 Kinematic Viscometer - With U Tube Viscometers 1 74 Sybolt viscometer 1 75 Straight edge 3 METER WITH MEASURING WEDGE 1 76 Hydrometer to Hydrometer -0.7 to Hydrometer -1.0to Hydrometer to Pavement quality indicator for density 0 81 Bump Intigrator Apparatus 1 82 Oven for thin flim test (Modified bitumen testing) 2 GENERAL 83 Hot Plate-20cm dia 0 84 Electronic Weighing Balance (50 Kg) 3 85 Electronic Weighing Balance (30 Kg) 5 86 Electronic Weighing Balance (15 Kg) 1 87 Electronic Weighing Balance (10 Kg) 1 88 Electronic Weighing Balance (5 Kg) 1 89 Electronic Weighing Balance (600G) 4 90 Pan balance of 30kg capacity 0 131

3 EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 91 Pan balance of 25kg capacity 1 92 Pan balance of 20kg capacity 0 93 Standard Weights(20 Kg) Standard Weights(10 Kg) 3 95 Standard Weights(05 Kg) 4 96 Standard Weights(02 Kg) Standard Weights(01 Kg) 4 98 Standard Weights(500 G) 6 99 Standard Weights(200 G) Standard Weights(100 G) Standard Weights(50 G) Standard Weights(20 G) Standard Weights(10 G) Standard Weights(5 G) Digital Thermometer deg C Measuring container of 30 lit capacity Measuring container of 15 lit capacity Measuring container of 3lit capacity Sample trays of 1m X 1m Sample trays of 1m X 0.6m Sample trays of 0.6m X 0.6m Sample trays of 0.45m X 0.45m Sampling containers of 500gm capacity Glass beaker- 1000ml capacity Glass beaker- 600ml capacity Glass beaker 500ml capacity Glass beaker 250ml capacity Glass measuring Cylinder of 1000ml capacity Glass measuring Cylinder of 500ml capacity Glass measuring Cylinder of 100ml capacity Glass measuring Cylinder of 250ml capacity Glass measuring Cylinder of 50ml capacity Stop watch DIGITAL Glass therometers of 250 o c Glass therometers of 100 o c Rain gauge Pepeat 50 ml Pepeat 10 ml Dyanamic cone penetrometer 0 CHEMICALS FOR HYDROMETER ANALYSIS 130 Sodium Hexamate phosphate Potessium cromate Amoniya solution Hydrocloric acid Sliver Nitrate Litmus paper blue Fliter paper 125 mm dia 0 IS SIEVES 137 G.I.Sieves (450 mm Dia) set 132

4 EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 138 G.I.Sieves (300 mm Dia) set 139 Brass Sieves (200 mm Dia) set 140 G.I.Sieves (450 mm Dia) : mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm Pan G.I.Sieves (300 mm Dia) : mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm 4 133

5 EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity mm mm mm mm mm mm mm mm mm mm mm mm Brass Sieves (200 mm Dia) : mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm

6 CLIENT EPC CONTRACTOR INDEPENDENT ENGINEER PMC Sl. No. Description of Test Kind of Test KRISHNAGIRI - WALAJAHPET TOLLWAY LTD SIX LANING OF KRISHNAGIRI-WALAJAHPET SECTION OF NH-46 FROM KM.0/000 - KM.148/300, UNDER NHDP-PHASE V NATIONAL HIGHWAYS AUTHOURITY OF INDIA LARSEN & TOUBRO LIMITED - ECC DIVISION ROUGHTON - THEME (JV) EGIS INDIA CONSULTING ENGINEERS PVT. LTD. DETAILS OF LABORATORY TESTS CONDUCTED IN THE MONTH OF JUNE to Total No. of tests conducted till May'14 No. of Tests conducted in the month of June'14 Total No. of tests conducted till June'14 Completed Passed Failed Completed Passed Failed Completed Passed Failed 1 Atterberg's Limit Sieve Analysis Ground Supporting 3 Proctor Test Embankment 4 Free Swelling Index Field Density Atterberg's Limit Suitability test for existing Sieve Analysis cutting material for use in Proctor Test subgrage & embankment Free Swelling Index CBR ( for Sub Grade ) Atterberg's Limit Suitability test for existing Sieve Analysis shoulder material for use in Proctor Test subgrage & embankment Free Swelling Index CBR Atterberg's Limit Sieve Analysis Testing of Existing subgrade 18 Proctor Test Material 19 Free Swelling Index CBR Atterberg's Limit Borrow Material Testing for Sieve Analysis use in embankment, Proctor Test subgrade, shoulber & RE Wall Free Swelling Index filling Direct Shear test CBR ( for Sub Grade ) Field Density ( Embankment ) Field Density for 28 Field Density ( subgrade) embankment,subgrade,should 29 er & RE wall area Field Density ( shoulder ) Remarks 135

7 Sl. No. Description of Test Kind of Test Total No. of tests conducted till May'14 No. of Tests conducted in the month of June'14 Total No. of tests conducted till June'14 Completed Passed Failed Completed Passed Failed Completed Passed Failed er & RE wall area 30 Field Density ( RE Wall) Atterberg's Limit Sieve Analysis Proctor Test GSB CBR % Fines Value Water Absorption Field Density Sieve Analysis Proctor Test Atterberg's Limit Wet Mix Macadam Aggregate Impact Value Comb. Flakiness Elongation Water Absorption Field Density Viscosity Prime Coat 600 micron retained test Rate of Application Viscosity Bituminous Emulsified Tack micron retained test Coat Materials 50 Rate of Application Penetration Grade at 25ºC Bitumen Softening Point Viscocity Aggregate Impact Value Comb. Flakiness & Elongation stripping Value Aggregate For Bituminous Mix 57 Water Absorption ( DBM & BC ) 58 Soundness Sand Equivalant Hot Bin Sample Grading ( set ) Binder Content Grading Dense Bituminous Macadam Marshall Density (DBM) Mix Marshall Stability Remarks 136

8 Sl. No. Description of Test Kind of Test Total No. of tests conducted till May'14 No. of Tests conducted in the month of June'14 Total No. of tests conducted till June'14 Completed Passed Failed Completed Passed Failed Completed Passed Failed 65 Flow Field Core Density Binder Content Grading Marshall Density Bituminous Concrete (BC) 70 Marshall Stability Flow Field Core Density Fineness of Cement Consistency of Cement Cement Time of Setting days Compressieve Strength days Compressieve Strength Sieve Analysis of CA Sieve Analysis of FA Concrete Works 80 Flakiness Index Aggregate Impact Value days Compressieve Strength Compressive Strenth Test days Compressieve Strength Penitration Test Softening Point Test CRMB -60 Elastic Recovery test Separation Test After Thin Flin Remarks 137

9 CONCRETE CUBE TEST SUMMARY (JUNE-2014 ) From Km to Sl No Chainage Side Structure Grade Date of Testing 28 Days Avg cube strength (N/mm²) RHS REST AREA M RHS REST AREA M LHS FOOT PATH M LHS MEDIYAN Concrete M LHS REST AREA M LHS REST AREA M RHS MEDIYAN Concrete M RHS FOOT PATH M LHS REST AREA M RHS FOOT PATH M LHS REST AREA M LHS MEDIYAN Concrete M LHS FOOT PATH M LHS FOOT PATH M LHS FOOT PATH M RHS CHUT Concrete M RHS REST AREA M LHS CHUT Concrete M RHS PCC B M S M RHS FOOT PATH M LHS FOOT PATH M LHS MEDIYAN Concrete M RHS M N B FOOT PATH M RHS REST AREA M LHS V M S M RHS MEDIYAN Concrete M LHS V M S PCC M RHS MEDIYAN Concrete M RHS REST AREA M LHS FOOT PATH M RHS MEDIYAN Concrete M LHS REST AREA M RHS MEDIYAN CHUT M LHS FOOT PATH M LHS REST AREA M LHS MEDIYAN CHUT M RHS SYNESS Concrete M LHS V M S PCC M RHS MEDIYAN Concrete M RHS FOOT PATH M LHS V M S RAFT M RHS FOOT PATH M LHS MEDIYAN Concrete M RHS V M S RAFT M LHS FOOT PATH M RHS DUEK WALL M LHS MEDIYAN Concrete M LHS F/P M RHS CHAMPER M LHS MEDIYAN CHUIT M LHS FOOT PATH M LHS REST AREA M LHS FOOT PATH M RHS FOOT PATH M L LHS REST AREA M RHS FOOT PATH M RHS FOOT PATH M LHS FOOT PATH M LHS REST AREA M LHS FOOT PATH M Qty (M³) Date of Casting 138

10 Sl No Chainage Side Structure Grade Qty (M³) Date of Casting Date of Testing 28 Days Avg cube strength (N/mm²) LHS REST AREA M LHS SYNESS Concrete M LHS V M S M SENTAR MEDIYAN M RHS C/BARRIER M LHS SAPRATAR M RHS KERB M LHS EXPONISN JOINT M RHS SANTAR MEDIYA M LHS C/BARRIER M SENTAR MEDIYAN M RHS SAPRATAR M RHS C/BARRIER M LHS KERB M LHS EXPONISN JOINT M RHS SENTAR MEDIYAN M LHS C/BARRIER M RHS METAL BEAM Concrete M RHS KERB M RHS DRAIN SLAB M LHS MEDIYAN PCC M LHS EXPONISN JOINT M LHS PCC B M S M RHS MEDIYAN Concrete M LHS C/BARRIER M LHS METAL BEAM Concrete M RHS KERB M LHS EXPONISN JOINT M LHS KERB M RHS METAL BEAM Concrete M RHS C/BARRIER M LHS C/BARRIER M LHS FOOT PATH M RHS KERB M LHS EXPONISN JOINT M LHS METAL BEAM Concrete M LHS FOOT PATH M RHS APRANTOP PCC M LHS FOOT PATH M METAL BEAM Concrete M RHS FOOT PATH PCC M LHS KERB M LHS EXPONISN JOINT M LHS FOOT PATH PCC M RHS KERB M MEDIYAN Concrete M LHS FOOT PATH M RHS C/BARRIER M RHS EXPONISN JOINT M LHS FOOT PATH M LHS KERB M RHS FOOT PATH M LHS EXPONISN JOINT M RHS M B C/BARRIER M LHS KERB M LHS APRANTOP PCC M LHS MEDIYAN Concrete M

11 Sl No Chainage Side Structure Grade Qty (M³) Date of Casting Date of Testing 28 Days Avg cube strength (N/mm²) LHS FOOT PATH M RHS MEDIYAN Concrete M RHS SENTAR MEDIYAN M RHS SAPRATAR M RHS FOOT PATH M LHS FOOT PATH M LHS FOOT PATH M RHS KERB M RHS SAPRATAR M RHS KERB M RHS KERB M LHS MEDIYAN Concrete M LHS FOOT PATH M RHS C/BARRIER M LHS MEDIYAN Concrete M RHS FOOT PATH M RHS SYNESS CONCRTE M RHS MEDIYAN Concrete M LHS V M S RAFT M LHS MEDIYAN Concrete M LHS V M S PCC M LHS MEDIYAN Concrete M LHS FOOT PATH M LHS FOOT PATH M LHS V M S PCC M LHS C/BARRIER M RHS MEDIYAN Concrete M LHS KERB M RHS FOOT PATH M LHS FOOT PATH M LHS SAPRATAR M LHS FOOT PATH M LHS MEDIYAN Concrete M RHS FOOT PATH M LHS FOOT PATH M RHS FOOT PATH M RHS V M S RAFT M RHS FOOT PATH M LHS V M S RAFT M LHS FOOT PATH M RHS FOOT PATH M RHS FOOT PATH M RHS FOOT PATH M LHS FOOT PATH M LHS MEDIYAN Concrete M RHS FOOT PATH M LHS FOOT PATH M RHS FOOT PATH M REWALL FOOT PATH M LHS MEDIYAN Concrete M RHS V M S RAFT M LHS MEDIYAN Concrete M RHS FOOT PATH M LHS KERB M LHS KERB M LHS SAPRATAR M LHS FOOT PATH M RHS FOOT PATH M LHS DRAIN SLAB M RHS FOOT PATH M

12 Sl No Chainage Side Structure Grade Qty (M³) Date of Casting Date of Testing 28 Days Avg cube strength (N/mm²) RHS DRAIN SLAB M LHS KERB M LHS FOOT PATH M RHS FOOT PATH M RHS REST AREA M LHS C/BARRIER M RHS FOOT PATH M LHS REST AREA M LHS MEDIYAN Concrete M RHS FOOT PATH M

Index for Labs under Civil Engineering

Index for Labs under Civil Engineering Index for Labs under Civil Engineering Sr. No. Laboratory Name 1 Applied Mechanics Laboratory- 1 2 Transportation Engineering Laboratory 3 Surveying Laboratory 4 Environmental Engineering Laboratory-2

More information

Geoscience Testing laboratory (Al Ain)

Geoscience Testing laboratory (Al Ain) Soil 1 In-situ Density by Sand Replacement Method Using Large Pouring Cylinder & Small Pouring Cylinder In-place Density Test by Sand Cone Method BS 1 Part ASTM D 1556 Dry Density Moisture Content Relationship

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Bootham Lane Industrial Estate Bootham Lane Dunscroft Doncaster

More information

Laboratory Certification For. Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory

Laboratory Certification For. Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory Laboratory Certification For Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory Lab ID: LCP-006 Issue date: Sept 19, 2016 Expiry date: March 18, 2017 This letter confirms the completion

More information

HA Thickness Gauge IS:2386 (part 1)- 1963

HA Thickness Gauge IS:2386 (part 1)- 1963 AGGREGATE TESTING HA50.05 Mechanical Rotating Sample Divider (Motorised) IS : 1607-1960 For obtaining representative sample for sieve analysis. It is suitable for dry sands, fine powders, ores, refractory

More information

LABORATORY EQUIPMENT FOR CENTRAL MATERIALS LABORATORY AND UPCOUNTRY LABORATORIES FOR FY 2018/2019

LABORATORY EQUIPMENT FOR CENTRAL MATERIALS LABORATORY AND UPCOUNTRY LABORATORIES FOR FY 2018/2019 LABORATORY EQUIPMENT FOR CENTRAL MATERIALS LABORATORY AND UPCOUNTRY LABORATORIES FOR FY 208/209 ITEM..0 Testing Sieves Diameter 200mm Stainless Frame and Mesh All to British Standard. Sieve 63μm 0.2 Sieve

More information

DEPARTMENT OF CIVIL ENGINEERING SCHOOL OF ENGINEERING GAUTAM BUDDHA UNIVERSITY

DEPARTMENT OF CIVIL ENGINEERING SCHOOL OF ENGINEERING GAUTAM BUDDHA UNIVERSITY DEPARTMENT OF CIVIL ENGINEERING SCHOOL OF ENGINEERING GAUTAM BUDDHA UNIVERSITY LIST OF LABORATORIES IN CED S.N LAB NAME LAB Non Teching Staff Lab in charge o. NO 1 Soil Mechanics lab AP-104 Mr. Anuj Yadav

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK The Old School Stillhouse Lane Bedminster BS3 4EB Contact: Dr Dimitris Xirouchakis Tel: +44 (0)117-9471000 Fax: +44 (0)117-9471004 E-Mail:

More information

Mattest (Ireland) Ltd

Mattest (Ireland) Ltd Unit 2, Northwest Business Park, Ballycoolin, Dublin 15 Testing Laboratory Registration number: 286T is accredited by the Irish National Board (INAB) to undertake testing as detailed in the Schedule bearing

More information

( Group D ) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated Civil Engineering Department. Kulgam. Anantnag

( Group D ) Detailed Tender Notice No. DTE/PUR/14/ 328 Dated Civil Engineering Department. Kulgam. Anantnag 1. Electronics and Instrumentation Lab. S. NO. NAME OF ARTICLE WITH SPECIFICATION Budgam Ganderbal Kulgam Quantity required for Anantnag Kishtwar Udhampur Doda Samba Unit cost to be quoted 1. Fully Automatic

More information

DMS-9202, Asphaltic Concrete Patching Material (Stockpile Storage)

DMS-9202, Asphaltic Concrete Patching Material (Stockpile Storage) Overview Effective Date: July 1999 July 2004 This specification shall govern for an asphaltic concrete mixture intended primarily as a cool to cold weather stockpile patching mix for maintenance. It shall

More information

DMS-9203, Asphaltic Concrete Patching Material (Containerized)

DMS-9203, Asphaltic Concrete Patching Material (Containerized) Overview Effective Date: July 1999 July 2004 This specification shall govern for containerized asphaltic concrete mixture intended primarily for cool to cold, wet weather repair of small pavement areas.

More information

DMS ASPHALTIC CONCRETE PATCHING MATERIAL (STOCKPILE STORAGE)

DMS ASPHALTIC CONCRETE PATCHING MATERIAL (STOCKPILE STORAGE) DMS - 9202 (STOCKPILE STORAGE) EFFECTIVE DATES: AUGUST 2004 APRIL 2010. 9202.1. Description. This Specification governs for an asphaltic concrete mixture intended primarily as a cool to cold weather stockpile

More information

TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM

TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM ~ Lab ID: 19.03.2013 TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM Work Order No: Type of Mix: Date of test: Bangalore South Division,BBMP,Bangalore. (east), KRIDL,Project Implementation Unit,

More information

Section 4 DMS-9203, Asphaltic Concrete Patching Material (Containerized)

Section 4 DMS-9203, Asphaltic Concrete Patching Material (Containerized) Section 4 DMS-9203, Asphaltic Concrete Patching Overview Effective Date: August 2004 - December 2005. This Specification governs for rapid curing containerized asphaltic concrete mixture intended primarily

More information

Tex-614-J, Testing Epoxy Materials

Tex-614-J, Testing Epoxy Materials Overview Effective Date: January 2001 - July 2002. This method covers various test procedures for epoxy materials specified under the TxDOT Material Specification "DMS-6100, Epoxies and Adhesives." The

More information

Tex-614-J, Testing Epoxy Materials

Tex-614-J, Testing Epoxy Materials Overview Effective: August 1999 May 2000. This method covers various test procedures for epoxy materials specified under the TxDOT Material Specification DMS-6100, Epoxies and Adhesives. The test to be

More information

ASTM D4. Bitumen Content Qty. Model Description. Related Standards: ASTM D370, E177

ASTM D4. Bitumen Content Qty. Model Description. Related Standards: ASTM D370, E177 ASTM D4 Related Standards: ASTM D370, E77 Bitumen Content H-550 Bitumen soluble in organic solvents set H-550. Gooch crucible H-550.2 Crucible holder H-550.3 Buchner funnel H-550.8 Glass fiber filter H-255

More information

ASTM D4. Bitumen Content Qty. Model Description. Related Standards: ASTM D370, E177

ASTM D4. Bitumen Content Qty. Model Description. Related Standards: ASTM D370, E177 ASTM D4 Related Standards: ASTM D370, E77 Bitumen Content H-550 Bitumen soluble in organic solvents set H-550. Gooch crucible H-550.2 Crucible holder H-550.3 Buchner funnel H-550.8 Glass fiber filter H-255

More information

CIMEC Technologies Pvt. Ltd., 23/H, Meldi Estate, Gota, Ahmedabad, Gujarat. Discipline Mechanical Testing Issue Date

CIMEC Technologies Pvt. Ltd., 23/H, Meldi Estate, Gota, Ahmedabad, Gujarat. Discipline Mechanical Testing Issue Date Last Amended on - Page 1 of 9 I. BUILDINGS MATERIALS 1. Cement & Pozzolanic Material Fineness (Dry Sieving) IS 4031(Part 1): 1996 (RA 2011) 10 % to 100 % Fineness (Blain Air Permeability) IS 4031(Part

More information

CEMENT TEST EQUIPMENTS

CEMENT TEST EQUIPMENTS CONTENTS CONTENTS Cement Compress on&flexural Test ng Mach ne 114 Jolt ng Table 123 Compress on J g Assembly 115 V brat ng Mach ne for 70.7 Cube Moulds 123 Flexure J g Assembly 115 Pluger Penetrat on Apparatus

More information

SPECIFIC GRAVITY AND WATER ABSORPTION TEST IS:2386 Part 111 ExecutiveEngineer

SPECIFIC GRAVITY AND WATER ABSORPTION TEST IS:2386 Part 111 ExecutiveEngineer LAB ID: Client Nameof the Work Contractor 13.06.2013 SPECIFIC GRAVITY AND WATER ABSORPTION TEST IS:2386 Part 111 ExecutiveEngineer JobCodeNo: 194-13-000042 SampleRegestierNo: 060513-002 SampleID No: 30600-187/07

More information

UNIT-1 PART:A. 3. (i) What are the requirements of an ideal highway alignment? Discuss briefly.

UNIT-1 PART:A. 3. (i) What are the requirements of an ideal highway alignment? Discuss briefly. UNIT-1 PART:A 1. What is meant by TRANSPORTATION. 2. List twenty-year road development plans. 3. Mention any two Recommendation of Jayakar committee. 4. What are the functions of IRC and CRRI. 5. Define

More information

Geotechnical Testing Equipment

Geotechnical Testing Equipment 02 soil equipment Soil Classification Soil is one of the oldest forming structures that our planet is formed from. Soil is a loose rocky material that is vastly used in the construction industry. Hence

More information

Hosur Krishnagiri Project Of NH-7

Hosur Krishnagiri Project Of NH-7 9. INSPECTION AND MONITORING OF THE CONSTRUCTION WORKS. PROGRESS UP TO 31 May 2015 1a. HIGHWAYS - MCW & Service Road Sl Description Unit Total Scope (Km) Completed Percentage achieved % 1 Clearing & Grubbing

More information

Geotechnical Testing Equipment

Geotechnical Testing Equipment asphalt equipment production Asphalt is a sticky, black and highly viscous liquid or semi-solid that is present in most crude petroleum. It is most commonly used in road construction. The material consists

More information

VALLIAMMAI ENGINEERING COLLEGE SRM Nagar, Kattankulathur DEPARTMENT OF CIVIL ENGINEERING SUBJECT NAME: HIGHWAY ENGINEERING

VALLIAMMAI ENGINEERING COLLEGE SRM Nagar, Kattankulathur DEPARTMENT OF CIVIL ENGINEERING SUBJECT NAME: HIGHWAY ENGINEERING VALLIAMMAI ENGINEERING COLLEGE SRM Nagar, Kattankulathur 603 203 DEPARTMENT OF CIVIL ENGINEERING SUBJECT CODE: CE6504 SUBJECT NAME: HIGHWAY ENGINEERING YEAR: III SEM : V QUESTION BANK (As per Anna University

More information

SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL

SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL A5EE-151 SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL Ali Ehsan Nazarbeygi 1, Ali Reza Moeini 2 1 Bitumen and Road Construction Department, Research Institute of Petroleum Industry

More information

DMS-9202 Asphaltic Concrete Patching Material (Stockpile Storage or Bagged)

DMS-9202 Asphaltic Concrete Patching Material (Stockpile Storage or Bagged) Asphaltic Concrete Patching Material (Stockpile Storage or Bagged) Effective Date: May 2017 1. DESCRIPTION This Specification governs for crushed stone asphaltic concrete intended primarily as a cool-

More information

ABSTRACT OF COST FOR PAVEMENT

ABSTRACT OF COST FOR PAVEMENT CHAPTER - 5 ABSTRACT OF COST FOR PAVEMENT Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000

More information

DRAFT Jamaican Standard Specification for Bituminous materials

DRAFT Jamaican Standard Specification for Bituminous materials DRAFT Jamaican Standard Specification for Bituminous materials BUREAU OF STANDARDS Notice This is a draft standard and shall be used or referred to as a Jamaican Standard. It is subject to change without

More information

GEOTECHNICAL THE BEST IN TEST SOIL

GEOTECHNICAL THE BEST IN TEST SOIL GEO THE BEST IN TEST SOIL Catalog 2019 Soil Soil is one of the oldest forming structures that our planet is formed from. Soil is a loose rocky material that is vastly used in the construction industry.

More information

BILLING RATES - FY 17/18

BILLING RATES - FY 17/18 Room 17 (Materials Testing Equipment) Use of 10 kip UTM Day $500.00 External Use of Torsion Machine Day $500.00 External Room 21 Lowry (soil mechanics lab) Use of Soil Mechanics Lab (room 21 Lowry ) Hour

More information

BILLING RATES - FY 18/19

BILLING RATES - FY 18/19 Room 21 Lowry (soil mechanics lab) Use of Soil Mechanics Lab (room 21 Lowry ) Atterberg plastic limit test (ASTM D4318) Atterberg liquid limit test (ASTM D4318) Sieve analysis with wash #200 sieve (ASTM

More information

TESTING EQUIPMENT FOR : Soil, Aggregate, Cement, Concrete, Asphalt, Mining & General Machine

TESTING EQUIPMENT FOR : Soil, Aggregate, Cement, Concrete, Asphalt, Mining & General Machine TESTING EQUIPMENT FOR : Soil, Aggregate, Cement, Concrete, Asphalt, Mining & General Machine Office : JL Gedung Lima No 3C, Padalarang Kab.Bandung Barat 40553 Jawa Barat Mobile Phone : 0813-2117-0477 Email

More information

Hosur Krishnagiri Project Of NH-7

Hosur Krishnagiri Project Of NH-7 . INSPECTION AND MONITORING OF THE CONSTRUCTION WORKS. PROGRESS UP TO 31st October 2014.1. a. HIGHWAYS - MCW & Service Road Sl Description Unit Total Scope (Km) Completed Percentage achieved % 1 Clearing

More information

AGGREGATE TEST EQUIPMENTS

AGGREGATE TEST EQUIPMENTS CONTENTS CONTENTS Aggregate Crush ng Value Apparatus 6 D g tal Po nt Load Tester 14 Aggregate Impact Value(AIV) Apparatus 6 M cro Deval Test ng Mach ne 15 R ffle Boxes ( Sample Spl tters ) 7 Laboratory

More information

Mattest (Ireland) Ltd

Mattest (Ireland) Ltd Unit 18 University Hall, Sarsfield Road, Wilton, Cork Registration number: 289T is accredited by the Irish National Board (INAB) to undertake testing as detailed in the Schedule bearing the Registration

More information

Laboratory Vane Apparatus SL800. Impact Test Equipment Ltd & User Guide. User Guide

Laboratory Vane Apparatus SL800. Impact Test Equipment Ltd   &   User Guide. User Guide Laboratory Vane Apparatus SL800 Impact Test Equipment Ltd www.impact-test.co.uk & www.impact-test.com User Guide User Guide Impact Test Equipment Ltd. Building 21 Stevenston Ind. Est. Stevenston Ayrshire

More information

SECTION 916 (Pages ) is deleted and the following substituted: SECTION 916 BITUMINOUS MATERIALS

SECTION 916 (Pages ) is deleted and the following substituted: SECTION 916 BITUMINOUS MATERIALS 916 BITUMINOUS MATERIALS. (REV 7-28-03) (FA 1-13-04) (7-04) SECTION 916 (Pages 785-797) is deleted and the following substituted: SECTION 916 BITUMINOUS MATERIALS 916-1 Superpave PG Asphalt Binder: 916-1.1

More information

Oregon Department of Transportation Standard Specifications For Asphalt Materials 2004

Oregon Department of Transportation Standard Specifications For Asphalt Materials 2004 Oregon Department of Transportation Standard Specifications For Asphalt Materials 2004 Effective for contracts and purchase orders advertised after January 1, 2004 Revisions - Changes to the 2003 Asphalt

More information

Highway Drawings. Government of Maharashtra. Public Works Department

Highway Drawings. Government of Maharashtra. Public Works Department Government of Maharashtra Government of Maharashtra Construction of Two-laning Road with paved shoulders, under Package HAM-AU 108 in the State of Maharashtra, under MRIP on Hybrid Annuity Mode Package

More information

STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN. June 29, 2011

STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN. June 29, 2011 STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN June 29, 2011 APPENDIX 5. STANDARD FORMS FOR REPORTING GEOTECHNICAL INFORMATION In order to insure uniformity

More information

Admaterials Technologies Pte Ltd Certificate No. : LA B 58 Sungei Kadut Loop Singapore Issue No. : 14

Admaterials Technologies Pte Ltd Certificate No. : LA B 58 Sungei Kadut Loop Singapore Issue No. : 14 Admaterials Technologies Pte Ltd Certificate No. : LA-2008-0422-B 58 Sungei Kadut Loop Singapore 729501 Issue No. : 14 Date : 20 September 2018 Page : 1 of 34 FIELD OF TESTING : Civil Engineering Testing

More information

Soil Testing Equipment

Soil Testing Equipment Equipment Automatic Free Fall Hammer ELC 05 For improving the efficiency and accuracy of penetration tests SPT and DCPT, the Automatic Free Fall Hammer has been developed. It is designed to deliver equal

More information

All Regional Engineers. Omer M. Osman, P.E. Special Provision for Hot-Mix Asphalt Mixture Design Composition and Volumetric Requirements July 25, 2014

All Regional Engineers. Omer M. Osman, P.E. Special Provision for Hot-Mix Asphalt Mixture Design Composition and Volumetric Requirements July 25, 2014 All Regional Engineers Omer M. Osman, P.E. Special Provision for Hot-Mix Asphalt Mixture Design Composition and Volumetric Requirements July 25, 2014 This special provision was developed by the Bureau

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Laboratory locations: Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Unit 1 Rough Hey Road Grimsargh Preston PR2

More information

RE: S.P (T.H. 210) in Crow Wing County Located on T.H. 210 from Brainerd (R.P ) to Ironton (R.P )

RE: S.P (T.H. 210) in Crow Wing County Located on T.H. 210 from Brainerd (R.P ) to Ironton (R.P ) District 3 Administration 7964 Industrial Park Road Baxter, MN 56425 Memo To: Dan Anderson Transportation District Engineer From: Scott Zeidler Senior Engineering Specialist Date: December 11, 2017 RE:

More information

The Use of Milled Bituminous Material in Capping Layer A Case Study

The Use of Milled Bituminous Material in Capping Layer A Case Study The Use of Milled Bituminous Material in The Use of Milled Bituminous Material in Fung, Eduardo - COBA, S.A. Baptista, Teresa - ALBERTO COUTO ALVES, S.A. Quintão, António - COBA, S.A. 1 INTRODUCTION 2

More information

EME2 Pavement and mix design. Laszlo Petho, Pavements Manager Fulton Hogan.

EME2 Pavement and mix design. Laszlo Petho, Pavements Manager Fulton Hogan. EME2 Pavement and mix design Laszlo Petho, Pavements Manager Fulton Hogan Outline What is EME2 high modulus asphalt? Performance based mix design and Australian EME2 specification limits EME2 pavement

More information

Soil Stabilization FIELD REPORT WILL FERGUSON. TINDOL CONSTRUCTION 2335 Viggo Road Beeville, Texas 78102

Soil Stabilization FIELD REPORT WILL FERGUSON. TINDOL CONSTRUCTION 2335 Viggo Road Beeville, Texas 78102 2016 Soil Stabilization FIELD REPORT WILL FERGUSON TINDOL CONSTRUCTION 2335 Viggo Road Beeville, Texas 78102 TABLE OF CONTENTS SOIL STABILIZATION FIELD REPORT Overview Page 2 Test Pads Specs of Construction

More information

Use of New High Performance Thin Overlays (HPTO)

Use of New High Performance Thin Overlays (HPTO) Northeast Asphalt User/Producer Group Wilmington/Christiana Delaware October 11-12, 2006 Use of New High Performance Thin Overlays (HPTO) Thomas Bennert Rutgers University NJ s s Thin-Lift Materials New

More information

% PH Value 2% slurry IS: ph Green Compression Strength Bentonite : Water :10: A.F.S Sand

% PH Value 2% slurry IS: ph Green Compression Strength Bentonite : Water :10: A.F.S Sand (Traders Exporters importers & Mfrs. in Heavy Chemicals, Acids, Dyes, Solvents, Auxiliaries, Minerals) No.7, Thiruverkadu Main Road, Near Ambattur Industrial Estate, Ayapakkam, Chennai-600 077 Tamilnadu

More information

Special Provision No. 111S12 July 2017

Special Provision No. 111S12 July 2017 AMENDMENT TO OPSS 1103, NOVEMBER 16 Special Provision No. 111S12 July 17 OPSS 1103, November 16, Material Specification for Emulsified Asphalt, is deleted in its entirety and replaced with the following:

More information

UPGRADING STANDARDS OF RIDING QUALITY IN BITUMINOUS CONCRETE A CASE STUDY

UPGRADING STANDARDS OF RIDING QUALITY IN BITUMINOUS CONCRETE A CASE STUDY International Journal of Industrial Engineering& Technology (IJIET) ISSN 2277-4769 Vol. 3, Issue 3, Aug 2013, 21-34 TJPRC Pvt. Ltd. UPGRADING STANDARDS OF RIDING QUALITY IN BITUMINOUS CONCRETE A CASE STUDY

More information

- New Superpave Performance Graded Specification. Asphalt Cements

- New Superpave Performance Graded Specification. Asphalt Cements - New Superpave Performance Graded Specification Asphalt Cements 1 PG Specifications Fundamental properties related to pavement performance Environmental factors In-service & construction temperatures

More information

Laboratory Equipment. Tel: +44 (0) u Fax: +44 (0) u

Laboratory Equipment. Tel: +44 (0) u Fax: +44 (0) u Laboratory Equipment 78 Load Measurement 78 Drying and Weighing 79 Test Sieves 80 Sieve Shakers 81 Laboratory Hardware 82 Glass and Plastic Ware 82 Temperature Measurement 82 General 85 Mobile Laboratories

More information

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 1103 NOVEMBER 16 MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT TABLE OF CONTENTS 1103.01 SCOPE 1103.02 REFERENCES 1103.03 DEFINITIONS 1103.04

More information

Heritage Research Group 940 N. Wynn Rd - Oregon, OH Phone (419) Fax (317)

Heritage Research Group 940 N. Wynn Rd - Oregon, OH Phone (419) Fax (317) CSS-1h Furol Viscosity @ 25 C, sec. Residue by Weight, % Cement Mixing Test, % Particle Charge Test 35 64.5 0.8 0.9 ASTM D 6935-04 Penetration @ 25 C, dmm. Solubility, % Ductility @ 25 C 60 99.9 100+ ASTM

More information

Analysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase

Analysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase Volume-5, Issue-4, August-2015 International Journal of Engineering and Management Research Page Number: 187-192 Analysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase Vikash

More information

Superpave Asphalt Binders

Superpave Asphalt Binders Superpave Asphalt Binders Aging and what they mean to the specification John D Angelo D Angelo Consulting, LLC johndangelo@dangeloconsultingllc.com Stiffness (Response to Load) elastic viscous elastic

More information

PN 420-7/18/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

PN 420-7/18/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS PN 420-7/18/2014 - SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS DESCRIPTION: The surface tolerance specification requirements are modified as follows for all mainline lanes and collector-distributor road

More information

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1103 FEBRUARY 1996 MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT 1103.01 SCOPE 1103.02 REFERENCES 1103.03 Not Used 1103.04 Not Used 1103.05 MATERIALS

More information

Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons TOTAL CAPACITY 1400 GALLONS

Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons Depth Gallons TOTAL CAPACITY 1400 GALLONS CALIBRATION CHART FOR TANK NO. DOT 2266 TYPE OF TANK: Distributer OWNER: John C. Hipp Const. Equip. Co. P.P.Box 1000 Alachua, Fla. 32615 MAKE OF TANK: Rosco SERIAL NO.: 6295 COMPARTMENTS: one OVERALL LENGTH:

More information

Section 5 Specification 5.7 Supply of Asphalt TABLE OF CONTENTS

Section 5 Specification 5.7 Supply of Asphalt TABLE OF CONTENTS Section 5 Specification 5.7 Supply of Asphalt TABLE OF CONTENTS 5.7 SUPPLY OF ASPHALT... 1 5.7.1 GENERAL... 1 5.7.2 MATERIALS... 1 5.7.2.1 General... 1 5.7.2.2 Delivery, Handling and Storage... 1 5.7.3

More information

Section B BITUMEN - ASPHALT. section B BITUMEN - ASPHALT

Section B BITUMEN - ASPHALT. section B BITUMEN - ASPHALT Section B BITUMEN - ASPHALT 69 The use of bituminous materials is mainly addressed to roads construction. The asphalt, named also bitumen, is mainly composed by aggregates and binder, with an infinite

More information

Aggregate Testing Test List

Aggregate Testing Test List Aggregate Testing - 2016 Test List Aggregate Mechanical and Physical Testing Aggregate Abrasion Value (AAV) BS EN 1097-8: Annex A Aggregate Crushing Value (ACV) BS 812: Part 110 Aggregate Impact Value

More information

Civil Engineering Department ALL SEMESTER LAB EQUIPMENT LIST EQUIPMENT

Civil Engineering Department ALL SEMESTER LAB EQUIPMENT LIST EQUIPMENT GMB POLYTECHNIC,RAJULA (Managed by GMB Education Trust, Gandhinagar) Near Narmda Water works & Model school, At Post Chhatdiya, Ta.Rajula, Dist.Amreli, Gujarat 365560 www.gmbpolytechnic.ac.in - Ph.2794

More information

Penetration. Test Methods

Penetration.   Test Methods Test Methods Penetration of Bituminous Materials ASTM D5; IP 49; DIN 52010 Cone Penetration of Lubricating Grease ASTM D217; IP 50; ISO 2137; DIN 51804; FTM 791-311, FTM 791-313 Cone Penetration of Petrolatum

More information

Shawal CGC Calibration Profile

Shawal CGC Calibration Profile Shawal CGC Calibration Profile Phone Number: +93 700021925, +93 748468800, +93 779015120 TABLE OF CONTENTS 1.0. INTRODUCTION 2.0 COMPANY STRUCTURE 3.0 CALIBRATION & EQUIPMENT & REPAIR SERVICES 4.0 COMPETITIVE

More information

NEAT ASPHALTS 40-50, 60-70, , , , & Complies to ASTM D 946 & AASHTO M20, BS 3670 DIN 1995

NEAT ASPHALTS 40-50, 60-70, , , , & Complies to ASTM D 946 & AASHTO M20, BS 3670 DIN 1995 NEAT ASPHALTS 4050, 6070, 80100, 85100, 120150, 180200 & 200300 Complies to 946 & AASHTO M20, BS 3670 DIN 1995 DESCRIPTION PenetrationGrade Asphalt Cement for use in the construction and maintenance of

More information

Soil Classification. Soil Equipment

Soil Classification. Soil Equipment Soil Classification Soil is one of the oldest forming structures that our planet is formed from. Soil is a loose rocky material that is vastly used in the construction industry. Hence it is very important

More information

shall not exceed 8 not exceed 10.

shall not exceed 8 not exceed 10. Table 3602/1 CRUSHED STONE BASE AND SUBBASE: MATERIAL REQUIREMENTS Material TYPE OF MATERIAL Characteristic G1 G2 G3 Parent Sound rock from an approved Sound rock, boulders Sound rock, boulders or Material

More information

TESIGNG OF FUELS: VISCOSITY OF LIQUID FUELS

TESIGNG OF FUELS: VISCOSITY OF LIQUID FUELS Department of Mechanical Engineering Indian Institute of Technology New Delhi II Semester -- 2017 2018 MCL 241 Energy systems and Technologies TESIGNG OF FUELS: VISCOSITY OF LIQUID FUELS 1. Introduction

More information

Summary of Administrative Revisions to Standard Specifications 700 Series Description of Revision

Summary of Administrative Revisions to Standard Specifications 700 Series Description of Revision Summary of Administrative Revisions to Standard Specifications 700 Series Section Description of Revision ALL Formatting in accordance with CSI standards o All Paragraphs identified by a letter Sub-paragraphs

More information

MODIFIED BITUMINOUS CONCRETE

MODIFIED BITUMINOUS CONCRETE , '. ef-80 MODIFIED BITUMINOUS CONCRETE ROUTE 1-95-3H, 1-295-9F BY. CHARLES K. i4cinroe MARESH R. PATEL NJDOT BUREAU OF MATER! ALe OICTOBER.1991 PURPOSE. THE PURPOSE OF THIS LABORATORY INVES.TIGATION IS

More information

DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE

DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE 901-1 General. 901-1.1 Composition: Coarse aggregate shall consist of naturally occurring materials such as gravel, or resulting from the

More information

English version. Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test

English version. Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN 12697-34 June 2004 ICS 93.080.20 English version Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test Mélanges bitumineux

More information

Technical Report Documentation Page. 1. Report No. 2. Government Accession No. 3. Recipient s Catalog No.

Technical Report Documentation Page. 1. Report No. 2. Government Accession No. 3. Recipient s Catalog No. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient s Catalog No. 4. Title and Subtitle 5. Report Date Investigation of Dual Roller-Integrated MDP/CMV Compaction

More information

MATERIAL SPECIFICATION FOR LIQUID ASPHALT USED IN SPRAYING, SEALING, AND PRIMING APPLICATIONS

MATERIAL SPECIFICATION FOR LIQUID ASPHALT USED IN SPRAYING, SEALING, AND PRIMING APPLICATIONS ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 1102 APRIL 2017 (FORMERLY OPSS 1102, NOVEMBER 2007) Note: The PROV implemented in April 2017 replaces OPSS 1102 COMMON, November 2007 with no

More information

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1103 NOVEMBER 07 MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT TABLE OF CONTENTS 1103.01 SCOPE 1103.02 REFERENCES 1103.03 DEFINITIONS 1103.04 DESIGN

More information

A Study on Overlay Design of Repeatedly Deteriorating Flexible Pavement

A Study on Overlay Design of Repeatedly Deteriorating Flexible Pavement Research Paper American Journal of Engineering Research (AJER) 2015 American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-4, Issue-6, pp-46-51 www.ajer.org Open Access

More information

INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) RUTTING RESISTANCE OF FILLER MODIFIED BITUMINOUS CONCRETE SURFACES

INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) RUTTING RESISTANCE OF FILLER MODIFIED BITUMINOUS CONCRETE SURFACES INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 6308 ISSN 0976 6308 (Print) ISSN 0976 6316(Online) Volume

More information

status / comments Solidity Flowability Procedures for Using and Reporting Data Obtained with the Soil Cone 1 ASAE EP542 FEB99

status / comments Solidity Flowability Procedures for Using and Reporting Data Obtained with the Soil Cone 1 ASAE EP542 FEB99 n ref method title / description keyword on web status / comments Solidity Flowability Procedures for Using and Reporting Data Obtained with the Soil Cone 1 ASAE EP542 FEB99 Penetrometer Soil webstore.ansi.org

More information

Caltrans Implementation of PG Specs. Caltrans. Presentation Overview. HMA in California. Why, When & How? How will if affect YOU?

Caltrans Implementation of PG Specs. Caltrans. Presentation Overview. HMA in California. Why, When & How? How will if affect YOU? Caltrans Implementation of PG Specs PG - Performance Graded Presentation Overview Why, When & How? How will if affect YOU? Caltrans Local Agencies Industry Consultants HMA in California ~ 1 Ton HMA/Person/Yr

More information

Hosur Krishnagiri Project Of NH-7

Hosur Krishnagiri Project Of NH-7 1. PROJECT LOCATION MAP: Monthly Progress Report September 2015 1 2. EXECUTIVE SUMMARY : Independent Engineering Service The Government of India (GOI) through Ministry of Shipping Road Transport & Highways

More information

SOIL. Moisture/Density Gauges. Radiation Safety Training Courses Available On-Site, or in Scheduled Cities. Call Humboldt:

SOIL. Moisture/Density Gauges. Radiation Safety Training Courses Available On-Site, or in Scheduled Cities. Call Humboldt: Radiation Safety Training Courses Available On-Site, or in Scheduled Cities. Call Humboldt: 1-800-537-4183 page 87 Moisture/Density Gauges NOTE: Prior to shipment of radioactive equipment, a copy of your

More information

SECTION 118 ASPHALT MATERIAL

SECTION 118 ASPHALT MATERIAL SECTION 118 ASPHALT MATERIAL 118.1 GENERAL REQUIREMENTS Transporting conveyances for asphalt material shall be free of contaminating material. A record of material hauled the previous load in truck transport

More information

Tender No. CL1 GEOTECHNICAL ENGINEERING LAB. CIVIL ENGINEERING DEPT.

Tender No. CL1 GEOTECHNICAL ENGINEERING LAB. CIVIL ENGINEERING DEPT. Tender No. CL1 GEOTECHNICAL ENGINEERING LAB. CIVIL ENGINEERING DEPT. I. EQUIPMENT/ASSESSORIES/GOODS FOR GEOTECHNICAL ENGINEERING LABORATORY A. LIST OF ITEMS &APPROVED MANUFACTURERS/SUPPLIERS Sr. No Equipment/Apparatus/Accessories/Goods

More information

KOLHAPUR FOUNDRY & ENGINEERING CLUSTER

KOLHAPUR FOUNDRY & ENGINEERING CLUSTER KOLHAPUR FOUNDRY & ENGINEERING CLUSTER With reference to 24 th April 2016 Tender Notice published in Maharashtra Times & Times of India for GSR, Water Tank, Screw Compressor, LPG system, Lab testing equipments

More information

MONTHLY PROGRESS REPORT MAY-2014

MONTHLY PROGRESS REPORT MAY-2014 ESSEL AHMEDABAD GODHRA TOLL ROADS LIMITED (A Special Purpose Vehicle of Essel Infra Projects Limited) FOUR LANING OF AHMEDABAD TO GODHRA SECTION OF NH- 59 FROM KM 4.200 TO KM 122.420 IN THE STATE OF GUJARAT

More information

PLANETARY MIXER CERTIFIED COMPANY UNI EN ISO 9001

PLANETARY MIXER CERTIFIED COMPANY UNI EN ISO 9001 PLANETARY MIXER CERTIFIED COANY UNI EN ISO 9001 PLANETARY MIXER WIDE RANGE OF MIXERS & CUSTOMIZED SOLUTIONS The size of our Planetary Mixers ranges from 10 to 4000 liters of compacted concrete output,

More information

Class 1 Crushed rock ballast for use primarily on main line track. Class 2 Crushed rock ballast for use only on other than main line track.

Class 1 Crushed rock ballast for use primarily on main line track. Class 2 Crushed rock ballast for use only on other than main line track. PAGE 1 OF 8 PART 1 - GENERAL REQUIREMENTS 1.1 DESCRIPTION OF SPECIFICATION This document outlines the material, stockpiling, and handling specifications of ballast. It covers the supply of ballast from

More information

SUBJECTNAME : HIGHWAY ENGINEERING SUBJECT CODE: CE 2255 UNIT-I HIGHWAY PLANNING &ALIGNMENT

SUBJECTNAME : HIGHWAY ENGINEERING SUBJECT CODE: CE 2255 UNIT-I HIGHWAY PLANNING &ALIGNMENT SUBJECTNAME : HIGHWAY ENGINEERING SUBJECT CODE: CE 2255 UNIT-I HIGHWAY PLANNING &ALIGNMENT PART-A 1. Nagpur road plan formula were prepared by assuming a) rectangular or block road pattern b) radial or

More information

TS 2010 PRODUCT PROPOSAL TAIT STAGE 1

TS 2010 PRODUCT PROPOSAL TAIT STAGE 1 Date of Issue: 16.05.2013 Leiths (Scotland) Ltd Rigifa Cove Aberdeen AB12 3LR TS 2010 PRODUCT PROPOSAL TAIT STAGE 1 Laboratory Validation Of Necessary Properties Mixing Plant: Blackhills Quarry, Cove,

More information

PN /21/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

PN /21/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS PN 420-10/21/2016 - SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS DESCRIPTION: The surface tolerance specification requirements are modified as follows for all pavements of constant width with at least

More information

TEST FACILITIES AT SQAE(GS), KOLKATA LAB STORES DTE Name of Estt with address, Name of Srl.No Nodal officer and contact No

TEST FACILITIES AT SQAE(GS), KOLKATA LAB STORES DTE Name of Estt with address, Name of Srl.No Nodal officer and contact No TEST FACILITIES AT, KOLKATA LAB STORES DTE Name of Estt with address, Name of Srl.No Testing Facilities Available Range of Test Eqpt. TEXTILE (MECHANICAL) 1 Yarn Strength Tester 5 Kg / 20 Kg 2 Vertical

More information

Implementation and Thickness Optimization of Perpetual Pavements in Ohio

Implementation and Thickness Optimization of Perpetual Pavements in Ohio Implementation and Thickness Optimization of Perpetual Pavements in Ohio OTEC 2015 Issam Khoury, PhD, PE Russ College of Engineering and Technology Ohio University, Athens, Ohio Outline Background prior

More information

METHOD OF TEST FOR ABRASION OF COARSE AGGREGATE BY USE OF THE LOS ANGELES ABRASION TESTING MACHINE

METHOD OF TEST FOR ABRASION OF COARSE AGGREGATE BY USE OF THE LOS ANGELES ABRASION TESTING MACHINE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF TRANSPORTATION DIVISION OF ENGINEERING SERVICES Transportation Laboratory 5900 Folsom Blvd. Sacramento, California 95819-4612

More information

PRICE SCHEDULE FOR LABORATORY EQUIPMENT Goods and related Services offered within Sri Lanka (in Sri Lankan Rupees)

PRICE SCHEDULE FOR LABORATORY EQUIPMENT Goods and related Services offered within Sri Lanka (in Sri Lankan Rupees) PRICE SCHEDULE FOR LABORATORY EQUIPMENT 1 2 3 4 5 6 7 8 9 10 11 Goods and related Services offered within Sri Lanka (in Sri Lankan Rupees) Line Department of Chemistry (Faculty of Natural Science) per

More information