Date tested 8-Aug-12 Date tested
|
|
|
- Coleen Palmer
- 10 years ago
- Views:
Transcription
1 Civil, Environmental & Geotechnical Engineers Nightingaleweg 18 Willemstad, Curaao I Tel I Fax [email protected] I Laboratory Results Test Method Standard : CBR (California Bearing Ratio) of Laboratory-Compacted Soils : DRY : ASTM Sample Code so- so Sample Code Date tested 8-Aug-12 Date tested Max proctor value 1J28 kg/m 3 Max proctor value Max moisture content 12% Max moisture content additive additive Tested sample weight sample [kg] 4,419 Tested weight sample [kg] volume sample [m 3 ] 2,365 sample volume sample [m 3 ] density sample [kg/m 3 ) 1,868 density sample [kg/m 3 ] Results Bearing ratio at [%] 17.8 Results Bearing ratio at Bearing ratio at [%] 19.3 Bearing ratio at 0.2 II CBR-value [%] CBR-value > 1. <... R. moisture cont. top 8.90% R. moisture cont. top R. moisture cont.bottom 9.10% R. moisture cont.bottom R. moisture cont. ave. 9% R. moisture cont. ave. Remarks: no remarks Contra ctor Project Location Material : Elite Civil Engineering Sheet : : laboratory study Aggrebind Date :9 Aug : n.a. Analyst Q.G. Kook : 50% diabaas 50% crushed asphalt Checked : Wp Form CBR Page 1 of 1 P:\2012\ Laboratoriumonderzoek speciaal bindmiddel Aggrebind (Eiite)\Laboratory Results\ CBR # 1 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadvies) is een samenwerking tussen Wiertsema Er Partners en bk groep
2 Civi, Environmental & Geotechnical Engineers Nightingaleweg 18 Willemstad, Curaao I Te l I Fax info@cegecar ibbean.com I Opdrachtgever: Elite Civil Engineering Project: lab onderzoek aggrebind Rapport: test nr: # 1 50 %diabaas 50% crushed asfalt z 14 :c 12 0 rn "" lndringing [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr. Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,29 2,500 2,550 1,299 1,246 7,000 17,80 4,00 5,000 4,41 5,000 4,021 2,048 2,022 10,450 19,35 6,00 7,500 6,50 7,500 4,848 2,470 2,449 13,300 18,41 8,00 10,000 8,60 10,000 5,482 2,793 2,775 16,000 17,35 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadvies) is een samenwerking tussen Wiertsema Er Partners en bk groep
![lndringing [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr.](/docs-images/58/3645730/images/page_2.jpg "Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,29 2,500 2,550 1,299 1,246 7,000 17,80 4,00 5,000 4,41 5,000 4,021 2,048 2,022 10,450 19,35 6,00 7,500 6,50 7,500 4,848 2,470 2,449")
3 Civil, Environmental & Geotechnical Engineers Nightingaleweg 18 Willemstad, Cu r aao I Tel I Fax I [email protected] I n.com laboratory Results Test Method Standard : CBR (California Bearing Ratio) of Laboratory-Compacted Soils :DRY : ASTM Sample Code Sample Code Date tested 10-Aug-12 Date tested Max proctor value 1,728 kg/m 3 Max proctor value Max moisture content 12% Max moisture content additive [ml] 15 additive days 7 days Tested sample weight sample [kg] 4,663 Tested weight sample [kg] volume sample [m 3 ] 2,335 sample volume sample [m 3 ] density sample [kg/m 3 ) 1,997 density sample [kg/m 3 ) Results Bearing ratio at 0.1" [%) 37.2 Results Bearing ratio at 0.1" Bearing ratio at 0.2 " [%) 47.1 Bearing ratio at 0.2 "... CBR-value [%) 47.1 CBR-value ' R. moisture cont. top n.a. R. moisture cont. top R. moisture cont.bottom n.a. R. moisture cont.bottom R. moisture cont. ave. n.a. R. moisture cont. ave. Remarks: 15 ml Aggrebind added, t ested after 7 days. Contract or Project Location Material : Elite Civil Engineering Sheet : : laboratory study Aggrebind Date : 10 Aug : n.a. Analyst : Q.G. Kook : 50% diabaas 50% crushed asphalt 15 ml Aggrebind Checked w ' Form CBR Page 1 of 1 P:\2012\ Laboratoriumonderzoek speciaa l bindmiddel Aggrebind (Eiite)\Laboratory Results\ CBR # 2 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadvies) is een samenwerking tussen Wiertsema fr Partners en bk groep
![proctor value 1,728 kg/m 3 Max proctor value Max moisture content 12% Max moisture content additive [ml] 15 additive days 7 days Tested sample weight sample [kg] 4,663 Tested weight sample [kg]](/docs-images/58/3645730/images/page_3.jpg "volume sample [m 3 ] 2,335 sample volume sample [m 3 ] density sample [kg/m 3 ) 1,997 density sample [kg/m 3 ) Results Bearing ratio at 0.1\" [%) 37.2 Results Bearing ratio at 0.1\" Bearing ratio at 0.")
4 Civil, Environmental & Geotechnical Engineers Night ingaleweg 18 Willemstad, C uraao I Tel I Fax [email protected] I com Opdrachtgever: Elite Civil Engineering Project: lab onderzoek aggrebind Rapport: test nr: # 2 met 15ml aggrebind na 7dg z 1:: (.) ro L lndringing [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr. Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,21 2,500 5, 191 2,644 2,605 7,000 37,22 4,00 5,000 4,42 5,000 9,725 4,954 4,929 10,450 47,17 6,00 7,500 6,57 7,500 12,026 6,126 6,113 13,300 45,96 8,00 10,000 8,68 10,000 13,443 6,848 6,837 16,000 42,73 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadv1es) is een samenwerking tussen Wiertsema fr Partners en bk groep
![. 14 12 10 8 6 4 0 2 4 6 8 10 12 14 16 18 20 lndringing [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr.](/docs-images/58/3645730/images/page_4.jpg "Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,21 2,500 5, 191 2,644 2,605 7,000 37,22 4,00 5,000 4,42 5,000 9,725 4,954 4,929 10,450 47,17 6,00 7,500 6,57 7,500 12,026 6,126 6,113")
5 .. Civil, Environmental & Geotechnical Engineers Nightmgaleweg 18 Willemstad, Cura ao I Tel I Fax [email protected] I Laboratory Results Test Method Standard : CBR (California Bearing Ratio) of Laboratory-Compacted Soils :DRY : ASTM Sample Code so- so- 20 Sample Code Date tested 17-Aug-12 Date tested Max proctor value 1,728 kg/m 3 Max proctor value Max moisture content 12% Max moisture content additive [ml] 20 additive days 14 days Tested sample weight sample [kg] 4,776 Tested weight sample [kg] volume sample [m 3 ] 2,353 sample volume sample [m 3 ] density sample [kg/m 3 ) 2,038 density sample [kg/m 3 ) Results Bearing ratio at 0.1" [%] 42.2 Results Bearing ratio at 0.1" Bearing ratio at 0.2 " [%] 75.4 Bearing ratio at 0.2 " CBR-value [%] 75A CBR-value,,,,. R. moisture cont. top n.a. R. moisture cont. top R. moisture cont.bottom n.a. R. moisture cont.bottom R. moisture cont. ave. n.a. R. moisture cont. ave. Remarks: 20 ml Aggrebind added, tested after 14 days. Contract or Project Location Material :Elite Civil Engineering Sheet : : laboratory study Aggrebind Date : 3 Sept : n.a. Analyst ; QKook : 50% diabaas 50% crushed asphalt 20 ml Aggrebind Checked I Form CBR Page 1 of 1 P:\2012\ laboratoriumonderzoek speciaa l bindmiddel Aggrebind (Eiite)\Laboratory Results\ CBR # 3 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadvies) is een samenwerking tussen Wiertsema & Partners en bk groep,
6 Civil, Environmenta & Geotechnica Engineers Nig htingaleweg 18 Wil lemsta d, C uraao I Tel I Fax I tnfo <Q, cegecaribbean.com I Opdrachtgever: Elite Civil Engineering Project lab onderzoek aggrebind Rapport: test nr: # met 20m I aggrebind na 14dg z 20 :E 18 0 ro zakking [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr. Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,09 2,500 1,477 0,752 2,957 7,000 42,25 4,00 5,000 4,30 5,000 6,517 3,320 7,881 10,450 75,42 6,00 7,500 6,86 7,500 16,708 8,511 11,831 13,300 88,96 8,00 10,000 9,06 10,000 23,954 12,203 12,285 16,000 76,78 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadv1es) IS een samenwerking tussen Wiertsema Er Partners en bk groep
![8 10 12 14 16 18 20 zakking [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr.](/docs-images/58/3645730/images/page_6.jpg "Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,09 2,500 1,477 0,752 2,957 7,000 42,25 4,00 5,000 4,30 5,000 6,517 3,320 7,881 10,450 75,42 6,00 7,500 6,86 7,500 16,708 8,511 11,831")
7 Civil, Environmental & 6eotec nical Engineers Nightmgaleweg 18 Willemstad, Curaao I Tel I Fax I [email protected] I Laboratory Results Test Method Standard : CBR (California Bearing Ratio) of Laboratory-Compacted Soils :DRY : ASTM Sample Code so- so- 20 Sample Code Date tested 17-Aug-12 Date tested Max proctor value 1,728 kg/m 3 Max proctor value Max moisture content 12% Max moisture content additive [ml] 20 additive days 31 days Tested sample weight sample [kg] 4,792 Tested weight sample [kg] volume sample [m 3 ] 2,334 sample volume sample [m 3 ] density sample [kg/m 3 ] 2,053 density sample [kg/m 3 ] Results Bearing ratio at [%] Results Bearing ratio at Bearing ratio at [%] Bearing ratio at 0.2 II "" CBR-value [%] : CBR-value 1'.. R. moisture cont. top n.a. R. moisture cont. top R. moisture cont.bottom n.a. R. moisture cont.bottom R. moisture cont. ave. n.a. R. moisture cont. ave. Remarks: 20 ml Aggrebind added, tested after 31 days. Contractor Project Location Material : Elite Civil Engineering Sheet : : laboratory study Aggrebind Date : 18 Sept : n.a. Analyst : Q.G. Kook :50% diabaas 50% crushed asphalt 20 ml Aggrebind Checked M ' Form CBR Page 1 of 1 P:\2012\ Laboratoriumonderzoek speciaal bindmiddel Aggrebind (Eiite)\Laboratory Results\ CBR # 4 CEGE caribbean bv (voorheen Bouwlab en Curacao Milieuadvies) is een samenwerkmg tussen Wiertsema fr Partners en bk groep
8 Civil, Environmental & Geotechnica Engineers Nightingaleweg 18 Willemstad, Curaao I Tel I Fax I [email protected] I Opdrachtgever: Elite Civil Engineering Project lab onderzoek aggrebind Rapport: test nr: # met 20m I aggrebind na 28 dg z :E 24 0 m 22 ' = lndringing [mm] CBR-Test Time Penetr. Time Penetr Axial foce Pistilpr. Pistilpr. Pistilpr. CBR-Value des. depth des. depth corr. Standard Min mm Min mm kn MN/m 2 MN/m 2 MN/m 2 % 2,00 2,500 2,17 2,500 2,873 1,464 4,103 7,000 58,62 4,00 5,000 4,46 5,000 10,038 5,114 10,674 10, ,1 5 6,00 7,500 6,78 7,500 22,688 11,558 15,842 13, ,12 8,00 10,000 8,82 9,810 31,719 16,158 16,158 16, ,99 CEGE Caribbean bv (voorheen Bouwlab en Curacao Milieuadvies) is een samenwerking tussen Wiertsema & Partners en bk groep
9 Concerning the lab tests done by C.E.G.E. The results of the CBR-tests,the Proctor-Test and Sieve Analize are certified by the laboratory: Civil, EnvironmentaL & Geotechnical fgineers (C.E.G.E.)- CARTBBEAN -CURACAO. These CDR-tests were performed under the supen islon of Miguel Reyes, and were done by qualified and experienced personnel. The CDR-tests were performed according to the ASTM-Designation : D 1883 : Standard Test Method for: CBR (California Bearing Ratio) of laboratory-compacted Soil. The Proctor Test Is done according the ASTM-Deslgnadon: D 1557 ; Test Method for: Laboratory Compaction Characteristics of SoU Using Modified Effort. CEGE-Iab is the only lab nowadays that performed civil engineering tests for the government and others on the island of CURACAO. As an Independent Consultant and with years of experience with these test-methods my opinion is that the product Aggrebind Improve the quality of tlle mineral aggregate very well. Aggrebind meets au the standards and is a product that wiij performed well Experienced by guel Reyes Miga5::;> \ Elite Civil Engineering (E.C.E.) lndependant Consultant Asphalt, Concrete, Soil marevescurcol<ii gmail.com Tel:
10 CURRICULUM VITAE Full name : Reyes, Miguel Antonio Date of birth : 12 th of June 1946 Place of birth : ARUBA Adress : Kaya Kokolishi 54 - CURACAO Tel home : Tel. Cel. : Academic Qualifications: Civil Engineering (HTS) Mathematics and Physics Teacher Degree. Courses followed : Asphalt Technology - Delft Holland Concrete Technology University of Curacao Foundation - University of Curacao Number of years of experience: 40 years in Asphalt Technology 28 years in Concrete Technology 38 years in Soil Mechanics and Foundations 24 years in Fluid Mechanics Work Experiences: : Dutch Ministery of Public Works (RijksWaterstaat) Department : State Road Engineering Department Delft - Holland From : Laboratorium of asphalt : Advisor of the state for mix-design of asphalt for the High Ways of Holland : Advisor and instructor for the road engineers and technicians of all Road Departments of the State : University of Curacao: Jan Noorduynweg 11 - CURACAO Lab Instructor for the students of the Civil Engineering Department. Has been Involved in the following projects: Quality engineering/management for the reconstruction of the runway of the Reina Beatrix Airport in Aruba (1987). Plate bearing and concrete tests for several contractors in Aruba, Curacao and Bonaire. Plate bearing test for DOW- Aruba. Plate bearing and density tests for the foundations of several hotels in Aruba for the Arubaanse Wegenbouw and Albo-Aruba; for example the Hyatt-Hotel, Divi-Hoptel, Marriott Hotel and the Mariniers Kazerne. 1
11 Quality Engineering for several project in Curacao. Material-testing, soil and concrete quality control and supervising,for the Terminal Expansion Project of the Reina Beatrix International Airport in Aruba ( ) ; Supervisor of quality control of the Concrete Plant of Bo Beton in Curacao ( ). For the new construction of a highway in Aruba all the preliminary investigation were done by my company Elite Civil Engineering at the end of Summery of experiences: Teaching experiences: On the University: Lab. Instructor for soil mechanics, foundations, asphalt and fluid mechanics. On the evening (Avond MTS) : Concrete Technology and Bouw fysica. Experience in performing the following tests: All asphalt tests; concrete test : slump test, compressive strength test, mixdesign, sieve analyse; plate bearing test; field density test, lab-test for the maximum dry density (Proctor test) Californian Bearing Ratio Test (CBR), in situ and in the lab., the plastic limit test, the consolidation test, the Los Angeles Abriasion Test. Workshop given. For Albo-Aruba: Materials and Concrete For Arubaanse Wegenbouw Maatschappij: Asphalt For DOW-Curacao: Asphalt For ATCO-Aruba: Materials and Concrete Has an ACI-certificate for Field Technician Grade 1. Has his own Consultancy Company. Elite Civil Engineering Miguel Antonio Reyes Elite Civil Engineering Consultancy Civil Engineering Asphalt, Concrete and Soil Mechanics Kaya Kokolishi 54 CURACAO Tel.home: Tel.Cel :
Quality control: Annex-A.
Quality control: Quality of the constructed work has been checked by our staff as per frequency and provision mentioned section 900 in MoRT&H and as per provision mentioned in Concession Agreement. The
Work Type Definition and Submittal Requirements
Work Type: Highway Materials Testing Geotechnical Laboratory Testing, Geotechnical Laboratory Testing, Standard Penetration (SPT) & Rock Coring, Cone Penetration Test, Solid Stem Auger Drilling, and Materials
CHAPTER 2 AGGREGATE TECHNICIAN TRAINING AND QUALIFICATION PROGRAM
CHAPTER 2 AGGREGATE TECHNICIAN TRAINING AND QUALIFICATION PROGRAM 2.1 PURPOSE... 2-1 2.2 BACKGROUND.. 2-1 2.3 QUALIFICATION REQUIREMENTS BY JOB FUNCTION.. 2-1 2.3.1 Aggregate Testing Technician. 2-1 2.3.2
The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).
Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State
CHAPTER 2 AGGREGATE TECHNICIAN TRAINING AND QUALIFICATION PROGRAM
Topic No. 700-000-001 Construction Training and Qualification Manual Effective: July 1, 2002 Aggregate Technician Training and Qualification Program Revised: DRAFT May 6September 3, 2008 CHAPTER 2 AGGREGATE
LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO
LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO STANDARD IS: 2720 (Part 16) 1979. DEFINITION California bearing ratio is the ratio of force per unit area required to penetrate in to a soil mass with
INDEX 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6
03010_Dec22_2009.pdf Page 1 of 5 INDEX Page 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6 03010_Dec22_2009.pdf
c. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.
Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,
Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) Note: This guide specification for U.S. applications describes construction of permeable interlocking concrete
NorthEast Transportation Training and Certification Program (NETTCP) Course Registration Form
(NETTCP) Course Registration Form Interim Certification (Cost $300 members / $425 non-members) HMA Plant Technician* HMA Paving Inspector* Soils & Aggregate Inspector* Soils & Aggregate Lab Technician*
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN Research & Development Division RD/GN/012 August 1990 HIGHWAYS DEPARTMENT GUIDANCE NOTES (RD/GN/012) SOIL TEST FOR PAVEMENT DESIGN Prepared
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) Note: This guide specification for U.S. applications describes construction of permeable interlocking concrete
TECHNICAL Summary. TRB Subject Code:62-7 Soil Foundation Subgrades February 2003 Publication No.: FHWA/IN/JTRP-2002/30, SPR-2362
INDOT Research TECHNICAL Summary Technology Transfer and Project Implementation Information TRB Subject Code:62-7 Soil Foundation Subgrades February 3 Publication No.: FHWA/IN/JTRP-2/3, SPR-2362 Final
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS Research & Development Division RD/GN/032 June 2007 1. Purpose ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS
In-situ Density Determination by Sand Replacement Method
University of Texas at Arlington Geotechnical Engineering Laboratory Test Procedure In-situ Density Determination by Sand Replacement Method Lecture Note 7 (Thursday 03-04-04) 1 Definitions, Objectives
Division 2 Section 32 14 13.19 Section 02795
Note: The text must be edited to suit specific project requirements. It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. Edit
C. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
CONSTRUCTION MATERIAL TESTING WWW.AU.SGS.COM/INDUSTRIAL
CONSTRUCTION MATERIAL TESTING WWW.AU.SGS.COM/INDUSTRIAL Introduction For over 20 years, we have offered a full range of materials testing to suit the requirements of local, national and international civil
QUALITY ASSURANCE PROGRAM (QAP) City Rohnert Park
QUALITY ASSURANCE PROGRAM (QAP) City Rohnert Park The purpose of this program is to provide assurance that the materials incorporated into the construction projects are in conformance with the contract
Standard Test Procedures Manual
STP 205-13 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the relationship between the moisture and density of fine-grained
EXPERIMENT NO.1. : Vicat s apparatus, plunger
EXPERIMENT NO.1 Name of experiment:to determine the percentage of water for normal consistency for a given sample of cement Apparatus : Vicat s apparatus with plunger of 10mm dia, measuring cylinder, weighing
Chapter 8 Design of Concrete Mixes
Chapter 8 Design of Concrete Mixes 1 The basic procedure for mix design is applicable to concrete for most purposes including pavements. Concrete mixes should meet; Workability (slump/vebe) Compressive
SERVICES 2015 ISO 18001
SERVICES 2015 A family business with a solid foundation of experience, we handle all aspects of site investigation.... Phase 1 Environmental Studies Phase 2 Intrusive Investigations Phase 3 Remediation
Geotechnical Investigation Test Report
Geotechnical Investigation Test Report Report No. htsc/rcd/ 3457 Dated: - 20/03/2010 Asphalt Standard Penetration Test as per IS 2131 ------------- IS 6403 Soil Job Card No - 1649 Cement Client/Department
A LABORATORY STUDY ON EFFECT OF TEST CONDITIONS ON SUBGRADE STRENGTH
A LABORATORY STUDY ON EFFECT OF TEST CONDITIONS ON SUBGRADE STRENGTH A REPORT SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF Bachelor of Technology In Civil Engineering By: Rajesh
SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT
SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT 1.0 SOIL IMPROVEMENT 1.1 General Soil Investigation Information are provided in Part B1 annex as a guide to the Contractor for his consideration
INDIANA DEPARTMENT OF TRANSPORTATION QUALIFIED LABORATORY AND TECHNICIAN PROGRAM
1/1/13 INDIANA DEPARTMENT OF TRANSPORTATION QUALIFIED LABORATORY AND TECHNICIAN PROGRAM The purpose of the Qualified Laboratory and Technician Program is to establish policies, procedures, and guidelines
LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
Test Procedure for LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES TxDOT Designation: Tex-142-E Effective Date: August 1999 1. SCOPE 1.1 This method is a system for classifying disturbed and
1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum
Malaysian Civil Engineering Standard Method of Measurement (MyCESMM) CLASS D: SITE INVESTIGATION WORK Measurement covered under other classes: Excavation not carried out for the purpose of soil investigation
DYNAMIC CONE PENETRATION TEST INSTRUCTIONAL MANUAL GEOTECHANICAL
DYNAMIC CONE PENETRATION TEST INSTRUCTIONAL MANUAL GEOTECHANICAL J. P. Scientific Instruments 7, Civil Lines, Roorkee-247667 DYNAMIC CONE PENETRATION TEST CONTENTS: PAGE NO. 1.0 INTRODUCTION 03 2.0 PROBLEM
SOIL-LIME TESTING. Test Procedure for. TxDOT Designation: Tex-121-E 1. SCOPE 2. APPARATUS 3. MATERIALS TXDOT DESIGNATION: TEX-121-E
Test Procedure for SOIL-LIME TESTING TxDOT Designation: Tex-121-E Effective Date: August 2002 1. SCOPE 1.1 This method consists of three parts. 1.1.1 Part I determines the unconfined compressive strength
Inspections: Central Laboratory of the Regions
Page 1 Inspections: Central Laboratory of the Regions Protocol for Open Laboratory Review of a CDOT Materials Testing Laboratory Protocol for the Inspection of Region Materials Laboratories by the Central
The University of Toledo Soil Mechanics Laboratory
The University of Toledo Soil Mechanics Laboratory 1 Soil Moisture-Density Relationship Standard and Modified Proctor Tests Introduction For earthork construction it is important to compact soils to a
UFGS-02362 (August 2004) UNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCEC / NASA UFGS-31 31 16.20 (April 2006) Change 2-11/14 ----------------------------- Preparing Activity: NAVFAC Replacing without change UFGS-02362 (August 2004) UNIFIED FACILITIES
METHOD A7 THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF GRAVEL, SOIL AND SAND
SCOPE METHOD A7 THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF GRAVEL, SOIL AND SAND Definition The maximum dry density and optimum moisture content, as defined below, is
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT
PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT A. The requirements for construction of permeable interlocking concrete pavement: 1. Install the interlocking
PERMEABLE INTERLOCKING CONCRETE PAVEMENT
[NOTE TO SPECIFICATION WRITER: This guide specification for the use of permeable interlocking concrete pavers for pedestrian and vehicular traffic application was developed based on the use of an open-graded
GUIDE SPECIFICATIONS FOR CONSTRUCTION OF AQUAPAVE PERMEABLE STORMWATER MANAGEMENT SYSTEM
GUIDE SPECIFICATIONS FOR CONSTRUCTION OF AQUAPAVE PERMEABLE STORMWATER MANAGEMENT SYSTEM SECTION 32 14 13.19 AquaPave Permeable Interlocking Concrete Pavement Note: This guide specification is for the
CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS
December 2014 CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications...
MATERIALS CERTIFICATION SCHOOLS
MATERIALS CERTIFICATION SCHOOLS 2011, Virginia Department of Transportation Registration Process Online Registration Enrollment and payment for all personnel in the Materials Certification Schools may
Section 100 Contractor Quality Control Program
7/21/2014 AC 150/5370-10G Section 100 Contractor Quality Control Program 100-01 General. When the specification requires a Contractor Quality Control Program, the Contractor shall establish, provide, and
Quality Assurance Program. June 2005 2005 by Texas Department of Transportation (512) 416-2055 all rights reserved
Quality Assurance Program June 2005 2005 by Texas Department of Transportation (512) 416-2055 all rights reserved Quality Assurance Program June 2005 Manual Notices Manual Notice 2005-1To: Users of the
CHAPTER 4 CONCRETE TRAINING AND QUALIFICATIONPROGRAM
Concrete Training Qualification Program Topic No. 700-000-001 Effective: July 1, 2002 Construction Training and Qualification Manual Revision: March 22, 2011 Concrete Training and Qualification Program
Schedule of Accreditation Issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
Issued by 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Materials Testing Division Northdown House Ashford Road Kent ME17 1QW Contact: Ben Roper Tel: +44 (0)1622 858545 Fax: +44 (0)1622
APPENDIX 2 MIX DESIGNS. Chapter 4: mix design calculation sheet for 40 N/mm 2 strength)
APPENDIX 2 MIX DESIG All mixes in this study were designed in accordance with the Building Research Establishment (BRE 1992) method, recommended by the UK Department of the Environment. Reference should
SPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY
BS 40 M6 MuCis mono SPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY LE CE LE type: "expansive binder which allows the production of extremely fluid concrete
Evaluation of Properties of Soil Subgrade Using Dynamic Cone Penetration Index A Case Study
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X Volume 4, Issue 4 (October 202), PP. 07-5 Evaluation of Properties of Soil Subgrade Using Dynamic Cone
MATERIALS CERTIFICATION SCHOOLS
MATERIALS CERTIFICATION SCHOOLS Registration Process Online Registration Enrollment and payment for all personnel in the Materials Certification Schools must be done online through the VDOT University
Schedule of Accreditation issued by United Kingdom Accreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK
ccredited to Laboratory locations: Schedule of ccreditation United Kingdom ccreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK skern Road arcroft Doncaster South Yorkshire DN6 8DG
MATERIALS CERTIFICATION SCHOOLS 2016
MATERIALS CERTIFICATION SCHOOLS 2016 2014, Virginia Department of Transportation Registration Process Online Registration Enrollment and payment for all personnel in the Materials Certification Schools
40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT
40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT 40-9.01 GENERAL 40-9.01A Summary Section 40-9 includes specifications for furnishing and installing concrete pavers for permeable interlocking concrete pavement
PWL List of Contractors for Concrete Testing. 1. Hong Kong Testing Co., Ltd. 2. Soils & Materials Engineering Co., Ltd.
PWL List of Contractors for Concrete Testing Firms included in the List are published below for general information. The List may include contractors who at the present time are suspended from tendering
KWANG SING ENGINEERING PTE LTD
KWANG SING ENGINEERING PTE LTD 1. INTRODUCTION This report represents the soil investigation works at Aljunied Road / Geylang East Central. The objective of the soil investigation is to obtain soil parameters
C O N S U L T A N T S RESUME
C O N S U L T A N T S RESUME Ed Bove, P.E. SUMMARY OF EXPERIENCE Mr. Bove possesses 28 years experience in the civil engineering field. He has been involved with investigation, design, analysis, and quality
Specification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY
TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY CETANZ Technical Report TR 1 Author(s) SJ Anderson, Geotechnics Ltd Report Date First Issue May 2010 Report Revision Date September 2011
Quality Assurance Program for Design-Bid-Build Projects. January 2016. 2016 by Texas Department of Transportation 512/506-5802 All Rights Reserved
Quality Assurance Program for Design-Bid-Build Projects January 2016 2016 by Texas Department of Transportation 512/506-5802 All Rights Reserved TABLE OF CONTENTS SECTION 1 - INTRODUCTION... 4 1.1 Overview...
Office of Construction and Innovative Contracting Technical Certification Unit. Technical Certification Handbook 2016
Office of Construction and Innovative Contracting Technical Certification Unit Technical Certification Handbook 2016 Updated September 2015 For Your Information REGISTRATION Registration opens October
Pavement Thickness. esign and RCC-Pave Software. Roller-Compacted Concrete Pavement: Design and Construction. October 24, 2006 Atlanta, Georgia
Roller-Compacted Concrete Pavement: Design and Construction Pavement Thickness esign and RCC-Pave Software Gregory E. Halsted, P.E. Pavements Engineer Portland Cement Association October 24, 2006 Atlanta,
Effect of grain size, gradation and relative density on shear strength and dynamic cone penetration index of Mahi, Sabarmati and Vatrak Sand
Discovery ANALYSIS The International Daily journal ISSN 2278 5469 EISSN 2278 5450 2015 Discovery Publication. All Rights Reserved Effect of grain size, gradation and relative density on shear strength
SITE INVESTIGATION FACILITIES
SITE INVESTIGATION FACILITIES Drilling Hydraulic rotary & calax drilling rigs100/150mm Diameter boreholes having drilling capacity up to 200m depth. Auger drilling 100/150mm diameter boreholes up to maximum
Hot Mix Asphalt Test Result Verification and Dispute Resolution
Colorado Procedure 17-15 Standard Practice for Hot Mix Asphalt Test Result Verification and Dispute Resolution 1. SCOPE 1.1 The purpose of this Hot Mix Asphalt (HMA) Test Result Verification and Dispute
Testing and appraisal of Lucobit polymer effect as an additive on asphalt mixture performance
Abstract Testing and appraisal of polymer effect as an additive on asphalt mixture performance Hamid Sabbagh mollahosseini*,golazin Yadollahi**, Ershad Amoosoltani*** *, ***Executive of Engineering and
TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION
ACCREDITATION SCHEME FOR INSPECTION BODIES TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION Technical Note SI 01: 3 February 2016 The SAC Accreditation
L4. Pipes Materials and Loads
The Islamic University of Gaza- Civil Engineering Department SanitaryEngineering- ECIV 4325 L4. Pipes Materials an Loas Base on Dr. Fahi Rabah lecture notes Pipes Materials an loas Materials use for pipes:
SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
Commonwealth of Pennsylvania PA Test Method No. 632 Department of Transportation October 2013 5 Pages LABORATORY TESTING SECTION. Method of Test for
Commonwealth of Pennsylvania PA Test Method No. 632 Department of Transportation 5 Pages LABORATORY TESTING SECTION Method of Test for TIME OF SETTING OF CONCRETE MIXTURES BY PENETRATION RESISTANCE 1.
NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.
September 1, 2003 CONCRETE MANUAL 5-694.300 MIX DESIGN 5-694.300 NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT. 5-694.301
GRI-GT13(a) Specification Geotextile Separation for Roadways (ASTM Test Method Based)
GRI-GT13(a) Specification Geotextile Separation for Roadways (ASTM Test Method Based) placed between subgrade soil and an overlying aggregate layer separation prevents mixing and intrusion meant for firm
The Standard & Modified Proctor Density Tests
Revise 2003, WKS Datasheet No. 7 OHAWK COLLEGE OF APPLIED ARTS AND TECHNOLOGY BUILDING AND CONSTRUCTION SCIENCES DEPARTENT The Stanar & oifie Proctor Density Tests INTRODUCTION: In placing fill, it is
Method Statement FOR. Soil Investigation
Method Statement FOR Soil Investigation PREPARED BY JUNE 2010 Infratech ASTM CO., LTD. TABLE OF CONTENTS Chapter Title Page Table of Contents..1 List of Appendix... 2 List of Table... 2 List of Figures...
Soil Testing 24 Compaction and CBR. Compaction Test 4.5 kg BS 1377-4, 1924-2, EN DD ENV 1997-2
24 Compaction and CBR Dry Density/Moisture Relationship BS/EN DD ENV Compaction Test 2.5 kg BS 1377-4, 1924-2, EN DD ENV 1997-2 This test method utilises a 2.5 kg hand compaction hammer and a one litre
5.2.7.4 CONCRETE: CONTRACTOR S QUALITY CONTROL PLAN
5.2.7.4 CONCRETE: CONTRACTOR S QUALITY CONTROL PLAN NOTE: This document is generally written in the imperative mood. The subject, "the Contractor" is implied. Also implied in this language are "shall",
Effect of basalt aggregates and plasticizer on the compressive strength of concrete
International Journal of Engineering & Technology, 4 (4) (2015) 520-525 www.sciencepubco.com/index.php/ijet Science Publishing Corporation doi: 10.14419/ijet.v4i4.4932 Research Paper Effect of basalt aggregates
Work Type Definition and Submittal Requirements
Work Type: Geotechnical Studies Soils Analysis & Recommendations The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements,
product manual HS-4210 HS-4210_MAN_09.08 Digital Static Cone Penetrometer
HS-4210_MAN_09.08 product manual HS-4210 Digital Static Cone Penetrometer Introduction This Manual covers the measurement of bearing capacity using the Humboldt Digital Static Cone Penetrometer (DSCP).
COUNCIL OF ENGINEERS THAILAND
COUNCIL OF ENGINEERS THAILAND APEC Engineer ASSESSMENT STATEMENT June 2007 June 2007 ASSESSMENT STATEMENT 1 APEC Engineer ASSESSMENT STATEMENT CONTENT INTRODUCTION 1 PART A MONITORING COMMITTEE 2 PART
SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT
SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT Note: This guide specification is intended for use in the U.S. It describes construction of permeable interlocking concrete pavers on a permeable,
STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL
STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL INTRODUCTION Evaluation of the performance of asphalt mixtures applied on wearing courses of road and airport pavements when subjected to
SECTION 32 14 00 PERVIOUS INTERLOCKING CERAMIC PAVERS
SECTION 32 14 00 PERVIOUS INTERLOCKING CERAMIC PAVERS Pervious interlocking pavers.doc Note: This guide specification for U.S. applications describes construction of permeable interlocking ceramic pavers
THE METALITH PERIMETER SECURITY SYSTEM INSTALLATION INSTRUCTIONS. Attention
THE METALITH PERIMETER SECURITY SYSTEM INSTALLATION INSTRUCTIONS Thank you purchasing the Metalith Perimeter Security System. The following document provides the manufacturer s recommendations for successful
Soils and Aggregates Division
Dan Sajedi, Division Chief 443-572-5162 George Hall, Assistant Division Chief Field Operations 443-572-5271 Eric Frempong, Assistant Division Chief Laboratory 443-572-5055 Aggregate Materials, Controlled
Central Purchase unit National Institute of Technology Srinagar-190006 Soil Mechanics Lab of Civil Engineering Department.
Central Purchase unit National Institute of Technology Srinagar-190006 Tel:- 0194-2424792/2429423/2424809/2424797 Fax:- 0194-2420475 *************************************************************** No.
Oh No, We Got an Airport Job! Contractor Quality Control. Investment in Staff, Labs and Equipment. We ve Come A Long Way.
Contractor Quality Control Oh No, We Got an Airport Job! John Savastio Quality Control Manager Highway Materials, Inc. We ve Come A Long Way. Investment in Staff, Labs and Equipment Acceptance based on
STANDARD INSPECTION & TEST PLAN (ITP) FOR CIVIL WORKS :
CONSTRUCTION OF BG RAILAY SIDING AT KADAPA IRD (ITP) F CIVIL KS : 1.0 GENERAL NOTES: Inspection & Test Plan (ITP) given herein is indicative only. Contractor shall prepare and submit ITP for all activities.
September 2007. September 2013. Consulting Structural and Civil Engineers. 100 St John Street London EC1M 4EH. info @ akt-uk.com www.akt-uk.
Consulting Structural and Civil Engineers 100 St John Street London EC1M 4EH T +44 (0) 20 7250 7777 F +44 (0) 20 7250 7555 info @ akt-uk.com www.akt-uk.com 3290 A031234 The 196-222 Joseph Kings Bloggs
SECTION 3.3 - PAVEMENT DESIGN
SECTION 3.3-3.3.1 GENERAL 3.3.2 SUBSURFACE DRAINAGE 3.3.3 DETERMINATION OF DESIGN TRAFFIC 3.3.4 SUBGRADE EVALUATION 3.3.5 PAVEMENT THICKNESS 3.3.5.1 GRANULAR PAVEMENTS WITH THIN BITUMINOUS SURFACING 3.3.5.2
SERIES 800 ROAD PAVEMENTS - (11/04) UNBOUND, CEMENT AND OTHER HYDRAULICALLY BOUND MIXTURES
MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS VOLUME 1 SPECIFICATION FOR HIGHWAY WORKS SERIES 800 ROAD PAVEMENTS - (11/04) UNBOUND, CEMENT AND OTHER HYDRAULICALLY BOUND MIXTURES Contents Clause Title
Advancements in Permeable Pavements
Advancements in Permeable Pavements Engineers Workshop Saint Vincent College March 14 & 15 2013 Permeable Pavements There are several different words that are used to describe a pavement that water drains
Soil Mechanics. Soil Mechanics
Soil is the most misunderstood term in the field. The problem arises in the reasons for which different groups or professions study soils. Soil scientists are interested in soils as a medium for plant