Performance of Ultra-Thin Whitetopping District 58. Neal West, P.E.
|
|
- Ashley Bennett
- 6 years ago
- Views:
Transcription
1 Performance of Ultra-Thin Whitetopping District 58 Neal West, P.E.
2 District 58
3 State Project FERRIDAY - RED GUM ROUTE US 65 CONCORDIA PARISH
4 Contractors Prime Contractor: D&J Construction Co., Inc. Ultra-thin Whitetopping Contractor: James Construction, Inc.
5 State Project
6 State Project
7 Typical Existing Section
8 Roadway section just north of completed project Existing Section Example Pavement Distress
9 Roadway section just north of completed project Existing Section Example Pavement Distress
10 Existing Section Example Surrounding Terrain
11 Typical Finished Section
12 Typical Finished Section Ultra-Thin Section
13 Contract Unit Price S-002 Ultra-thin Whitetopping Placement UTW (4 thick): $ /sq. yd. S-003 Ultra-thin Whitetopping Concrete (4 thick): $ /cu. yd.
14 Contract Materials Material LaDOTD 2000 Specs Portland Cement: Type I or II Fly Ash: Class C or F Ground Iron Blast Furnace Slag Aggregates & ( 1/3 pvmt. thickness) Admixtures Water Synthetic Fibers - ASTM C1116 (Type III)
15 Design Requirements Synthetic Fibers added at rate of 3 lbs./cu. yd. Slump 4 w/o water reducers (+/- 1 ) 8 with super-plasticizer 2 if slip formed Air Content 3% to 5%
16 Design Requirements Minimum Flexural Design Strength of 700 psi in 28 days testing by ASTM C 78 Open to traffic 500 psi For accelerated early strength projects, 500 psi in 24 hours. Pay adjustments apply if 24 hr. strength not met.
17 Contractor Mix Designs Portland Cement Siam Cement, Thailand (6.0, 6.5, & 7.0 bags/cu. yd.) Fine Aggregate (42%) Concrete Sand, Settoon Construction, Natchez, MS Coarse Aggregate (58%) Grade P, Martin Marietta Smithland, KY
18 Contractor Mix Designs Admixtures (within Mfg. s recommended rate) WRNS Master Builders 220N AE Master Builders MBAE 90 Fibers - SI Concrete Systems Inforce Fiber Mesh e3 (3 lb./cu. yd.)
19 Inspection Team Ferriday & Jena P.E. Offices
20 Concrete Production
21 Concrete Plant MMC Vidalia, LA
22 Addition of Fibers
23 Night work Considerations
24 Concrete Delivery
25 Ultra-thin Whitetopping Placement
26 Concrete Paver
27 Concrete Paver
28 Straightedging
29 Straightedging
30 Tine Finish
31 Curing Compound Application Subsection x the recommended rate (1.5 gals/100 sq. ft.)
32 Joint Spacing Table UTW Pavement Thickness, inches (mm) Notes: Maximum Spacing of Joints, feet (m) 2 (50) 2 (0.6) 2 1/2 (65) 2 1/2 (0.75) 3 (75) 3 (0.9) 4 (100) 4 (1.2) 1. Largest Dimension of panel less than 125% of the smallest dimension (150% with the Engineer s approval). 2. Minimum angle between any two intersection joints 80 o. 3. Joints intersect pavement edges at 90 o and extend a minimum of 1.5 feet from pavement edge.
33 Joint Sawing
34 1/3 depth of the pavement thickness Sawed Joint
35 Construction Inspection
36 Construction Inspection
37 Construction Inspection
38 Construction Inspection
39 Construction Inspection
40 Completed Lane
41 Completed Roadway
42 Quality Control & Acceptance - Flexural Strength -
43 Construction Inspection Making Beams Lot size is 100 cu. yds. 4 beams per lot
44 Flexural Beams Weight Comparison Flexural Beams = 60 lbs. vs. Compression Cylinders = 30 lbs.
45 Lime Curing Vats
46 Cleaning specimen prior to testing Flexural Specimens
47
48 Flexural concrete beam placed into breaking device Flexural Specimens
49 Flexural Beam Breaking Device
50 Flexural Test Video
51 Testing Results -photo Early Break 481 psi
52 Flexural Beam - Tested
53 Flexural Beam Failure Plane
54 Flexural Beams Fiber Additive Close-up
55 Flexural Beams Fiber Additive Close-up
56 Flexural 28 days (psi) QC Flexural Testing Results SP Flexure Beam 28 days Specification remove and replace < 700 psi Lot 9 - Change order to 80% pay Low High Avg. Spec Lot No.
57 Quality Control & Acceptance - Ride Quality -
58 Lot Layout For QC/QA Surface Tolerance Total Length of Ultra-thin Whitetopping - 8,722 ft., 23,259 sq. yds. Station Lot # Location From To sq. yds. 1 Rt. Rdwy./Lt. Lane " " " " * Rt. Rdwy./Rt. Lane " " " " * *End of Whitetopping
59 Profilograph Results Specification (subsection ), Category I, < 6 in./mi., Bumps < 0.3 in. per 25 ft. Profile Index (in./mi.) Lot Location Accept. Current 1 Left Lane Right Lane Average:
60 Construction Problems
61 Pavement Cracking Delayed Sawing
62 Pavement Cracking Delayed Sawing
63 Very Early Traffic
64 Patching Traffic Damage
65 Patching Traffic Damage
66
67 Questions?
INDOT/ACPA Technical Committee 2009 Specification Revisions 2009 Test Method Revisions Studies
PCCP Workshop INDOT INDOT/ACPA Technical Committee 2009 Specification Revisions 2009 Test Method Revisions Studies INDOT/ACPA Technical Committee Materials Management FHWA Construction Management District
More informationExperimental Concrete Pavement Containing Fly Ash Admixtures [1965]
Transportation Kentucky Transportation Center Research Report University of Kentucky Year 1965 Experimental Concrete Pavement Containing Fly Ash Admixtures [1965] Ronald D. Hughes Kentucky Highway Materials
More informationMix Design & Construction -1-
Mix Design & Construction -1- AGENDA RCC Mix Design RCC Mix Production RCC Construction Process -2- THE FINAL SURFACE TYPE WILL DICTATE THE NECESSARY TECHNIQUES & EQUIPMENT NEEDED TO BE SUCCESSFUL Natural
More informationMnDOT s Experience With High Performance Concrete Bridge Decks & Reinforcement
2017 Minnesota Concrete Council MnDOT s Experience With High Performance Concrete Bridge Decks & Reinforcement Ed Lutgen Bridge Construction & Maintenance Engineer Minnesota Department of Transportation
More informationITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS
ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS 6.1 DESCRIPTION This work shall consist of constructing curbs, gutters, sidewalks, ramps, local depressions and driveways of the form and dimensions shown
More information603 - ASPHALT PAVEMENT SMOOTHNESS SECTION 603 ASPHALT PAVEMENT SMOOTHNESS
SECTION 603 ASPHALT PAVEMENT SMOOTHNESS 603.1 DESCRIPTION Determine the smoothness of the pavement surface and correct the deficiencies as specified in the Contract Documents. For the purposes of this
More informationTruck Mixer, Agitator and Front Discharge Concrete Carrier. Standards. TMMB Printing
Truck Mixer, Agitator and Front Discharge Concrete Carrier Standards TMMB 100-01 2001 Printing Your Choice is Complete New Standards provide for mixing performance evaluated truck mixers with a size for
More informationCONCRETE MIX DESIGN WORKSHOP FOR NORMAL CONCRETE MIXTURES 3/21/2017 1
53 th Quality Concrete School New Mexico State University Concrete Mix Design Workshop January 13 14, 2017 CONCRETE MIX DESIGN WORKSHOP FOR NORMAL CONCRETE MIXTURES 3/21/2017 1 Mix Design is the Recipe
More informationConcrete Paving Association of Minnesota CPAM Annual Workshop March 11, Gordy Bruhn- Senior Engineering Specialist
Concrete Paving Association of Minnesota CPAM Annual Workshop March 11, 2016 Gordy Bruhn- Senior Engineering Specialist FDR Removals I-94 Monticello, MN FDR Removals TH 2 Erskine, MN Revised Reinforcing
More informationFINAL REPORT EVALUATION OF HYDRAULIC CEMENT CONCRETE OVERLAYS PLACED ON THREE PAVEMENTS IN VIRGINIA. Michael M. Sprinkel, P.E.
FINAL REPORT EVALUATION OF HYDRAULIC CEMENT CONCRETE OVERLAYS PLACED ON THREE PAVEMENTS IN VIRGINIA Michael M. Sprinkel, P.E. Research Manager Celik Ozyildirim, Ph.D. Principal Research Scientist (The
More informationLMC Overlays For Bridge Deck Preservation 2011 Southeast Bridge Preservation Partnership Meeting, Raleigh NC April 13-15, 2011
LMC Overlays For Bridge Deck Preservation 2011 Southeast Bridge Preservation Partnership Meeting, Raleigh NC April 13-15, 2011 Michael M. Sprinkel, P.E. Associate Director Virginia Center for Transportation
More informationConcrete Pavement Fundamentals
Concrete Pavement Fundamentals APWA Northern CA Chapter Hayward, CA January 24, 2017 Thomas Van Dam, P.E., Ph.D., FACI Local History of Concrete Streets Concrete pavements constructed in the 1920 s into
More informationThe Illinois Tollway s Use of Composite Concrete Pavements with Greener Concrete for Improved Sustainability
The Illinois Tollway s Use of Composite Concrete Pavements with Greener Concrete for Improved Sustainability Steve Gillen. Illinois Tollway / Deputy Program Manager of Materials Arizona Pavements / Materials
More informationVDOT s New High Performance Concrete Specifications
VDOT s New High Performance Concrete Specifications Celik Ozyildirim, Ph.D., P.E. A partnership of the Virginia Department of Transportation and the University of Virginia since 1948 3/4/2010 1 HPC in
More informationNJDOT s use of High Early Strength Concrete on Route I 76. Donald S Matlack Regional Materials Engineer
NJDOT s use of High Early Strength Concrete on Route I 76 Donald S Matlack Regional Materials Engineer NJDOTRegion South About Interstate 76 I-76 Runs from Akron OH to Bellmawr NJ Comprises most of the
More informationWYOMING DEPARTMENT OF TRANSPORTATION SUPPLEMENTARY SPECIFICATION FOR PORTLAND CEMENT CONCRETE PAVEMENT
WYOMING DEPARTMENT OF TRANSPORTATION SUPPLEMENTARY SPECIFICATION FOR PORTLAND CEMENT CONCRETE PAVEMENT SS-400G Page 1 of 3 This supplementary specification replaces Section 414, Portland Cement Concrete
More informationSECTION PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT
SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Permeable Articulating
More informationFundamentals of Concrete
Components Cement Water Fine Aggregate Coarse Aggregate Fundamentals of Range in Proportions Advantages of Reducing Water Content: Increased strength Lower permeability Fundamentals of Increased resistance
More informationMaintenance & Rehabilitation. Treatments. Crack Sealing. Sealant Types. Asphalt Pavement Preservation: Identification of Alternative Treatments
Asphalt Pavement Preservation: Evaluation, Maintenance & Rehabilitation Maintenance & Rehabilitation Treatments Identification of Alternative Treatments Before selecting a treatment for a pavement, we
More informationCustom Polishing Systems
Custom Polishing Systems VitraFlor by Bomanite Guideline Specification Standard Application PART 1 GENERAL SECTION 033000 CAST-IN-PLACE CONCRETE 1.1 RELATED DOCUMENTS A. Drawings and general provisions
More informationINDUSTRY RECOMMENDATION EXTERIOR CONCRETE FLATWORK
INDUSTRY RECOMMENDATION for EXTERIOR CONCRETE FLATWORK Prepared by Ohio Concrete Inquires regarding this document may be addressed to: Ohio Concrete 2600 Corporate Exchange Dr., Ste. 165 Columbus, OH 43231
More informationTolerances- Section
Tolerances- Section 346-6.4 Do not add water to delivered concrete when it is within the target Range for slump 1 346-6.4 Tolerances: Meet the following tolerances from target values for plastic concrete
More informationPERFORMANCE OF LOUISIANA S CHIP SEAL AND MICRO-SURFACING PROJECTS
PERFORMANCE OF LOUISIANA S CHIP SEAL AND MICRO-SURFACING PROJECTS Samuel B. Cooper, Jr. Senior Asphalt Research Engineer Louisiana Transportation Research Center Louisiana Asphalt Technology Conference
More informationNCC Accelerated Construction. Dan DeGraaf, P.E. Michigan Concrete Association April 26, 2011
NCC Accelerated Construction Dan DeGraaf, P.E. Michigan Concrete Association April 26, 2011 language to use Maslansky Luntz & Partners AASHTO Much of the standstill you experience sitting in traffic could
More informationITEM 421, HYDRAULIC CEMENT CONCRETE 2014 TXDOT SPECIFICATION. Andy Naranjo, P.E. Construction Division
ITEM 421, HYDRAULIC CEMENT CONCRETE 2014 TXDOT SPECIFICATION Andy Naranjo, P.E. Construction Division Specification Philosophy Reduce cost without reducing Quality Remove TxDOT from being in the way of
More informationEvaluation of Performance Based Concrete For Bridge Decks. DeWayne Wilson WSDOT Bridge Asset Management Engineer
Evaluation of Performance Based Concrete For Bridge Decks DeWayne Wilson WSDOT Bridge Asset Management Engineer National Concrete Consortium Columbus, Ohio 4/26/2016 Problem - WSDOT has observed abnormal
More informationWhere WVDOH is at with Mass Concrete
Where WVDOH is at with Mass Concrete History of Mass Concrete and the WVDOH In 2005, a large bridge crossing the Ohio River was being constructed (Blennerhassett Bridge) Because of the large size of some
More informationCharacterization of TX Active Cement
Characterization of TX Active Cement Brett Trautman Field Materials Eng. Two-Lift Paving Open House Route 141, St. Louis County September 28, 2010 History Late 2008, Director heard a presentation on Green
More informationRehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements
University of Pittsburgh Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements Authors: J. M Vandenbossche S. Sachs August 2013 1. Introduction Bonded concrete overlays of asphalt
More informationMINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF MATERIALS ENGINEERING
Mn/DOT SD-15 (Rev. 2-2001) MINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF MATERIALS ENGINEERING Federal Aid, State Funds, County and Municipal Federal Aid Projects This schedule outlines the minimum
More informationEstimating Concrete Strength by the Maturity Method
Estimating Concrete Strength by the Maturity Method The maturity method utilizes the principle that directly relates the strength of concrete to the cumulative temperature history of the concrete. Using
More informationPolymer Concrete Patching Materials. Todd Donmyer P.E. Area Engineer District 61
Polymer Concrete Patching Materials Todd Donmyer P.E. Area Engineer District 61 LADOTD Todd Donmyer Area Engineer District 61 CRAFCO Cheryl Jones Marketing Associates Chris Carwie Title Here TechCrete
More informationComparison of Airport Paving Specification Requirements in Canada & USA
Comparison of Airport Paving Specification Requirements in Canada & USA Ludomir Uzarowski, Ph.D., P.Eng. Rabiah Rizvi, P.Eng. Golder Associates Ltd., Ontario, Canada Susan Tighe, Ph.D., P.Eng., University
More information3/4/2015 COLD WEATHER CONCRETE PRACTICES SUCCESSFUL COLD WEATHER CONCRETING
COLD WEATHER CONCRETE PRACTICES CRMCA SOUTHERN MARKETING O SUCCESSFUL COLD WEATHER CONCRETING 1 2 3 ACI DEFINITION OF COLD WEATHER Cold Weather - A period when, for more than 3 consecutive days, the following
More informationCourse Concrete Technology Course Code Theory Term Work POE Total Max. Marks Contact Hours/ week
Course Concrete Technology Course Code 43588 Examination Scheme Theory Term Work POE Total Max. Marks 100 50 -- 150 Contact Hours/ week 3 2 -- 5 Prepared by Mr. C.S. Patil / Mr. S.P. Patil Date Prerequisites
More informationRapid Repair Materials and Construction Rapid Bridge Repair Workshop Holiday Inn Tanglewood-Roanoke, Virginia May 21 and 22, 2009
Rapid Repair Materials and Construction Rapid Bridge Repair Workshop Holiday Inn Tanglewood-Roanoke, Virginia May 21 and 22, 2009 Michael Sprinkel, P.E. Associate Director Virginia Transportation Research
More informationProperties of Concrete. Properties of Concrete. Properties of Concrete. Properties of Concrete. Properties of Concrete. Properties of Concrete
CIVL 1112 Contrete Introduction from CIVL 1101 1/10 Concrete is an artificial conglomerate stone made essentially of Portland cement, water, and aggregates. While cement in one form or another has been
More informationSECTION CAST-IN-PLACE CONCRETE
SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. The Contractor shall furnish all work and materials, including cement, sand and coarse aggregate, water, admixtures, curing
More informationOBJECTIVES OF PRESENT WORK
CHAPTER-3 OBJECTIVES OF PRESENT WORK 38 3.1 Aim Investigative Study of the Use of Industrial Sludge, Waste & By-Product Specifically Fly Ash, As Raw Materials in Highway Construction Industry 3.2 Objectives
More informationCONCRETE COMPRESSIVE STRENGTH
High Reactivity Metakaolin (HRM) Engineered Mineral Admixture for Use with Portland Cement Advanced Cement Technologies PowerPozz High Reactivity Metakaolin is a manufactured pozzolanic mineral admixture
More informationConcrete Overlays. ACPA Pennsylvania Chapter. ACPA Pennsylvania Chapter. Versatile & Sustainable Solutions. Reasons to Consider a Concrete Overlay
Overlays February 22, 2012 ACPA Pennsylvania Chapter Overlays John M. Becker, P.E. ACPA Penn Chapter February 22, 2012 One of 25 state paving associations affiliated with ACPA National Comprised of approximately
More informationENGINEERING MATERIALS Assignment #8: Concrete Mix Design
14.310 ENGINEERING MATERIALS Assignment #8: Concrete Mix Design PROBLEM #1: GIVEN: Concrete is required for a pavement slab that will be exposed to severe freeze-thaw climate as well as deicing chemicals.
More informationSECTION BITUMINOUS CONCRETE PAVEMENT
SECTION 321216 BITUMINOUS CONCRETE PAVEMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification
More informationGUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BUILD PROJECTS BY THE INDEPENDENT QUALITY FIRM (IQF) August 29, 2017
GUIDE SCHEDULE OF & TESTING FOR DESIGN-BUILD PROJECTS BY THE INDEPENDENT QUALITY FIRM (IQF) August 29, 2017 Using the Guide Schedule The Independent Quality Firm (IQF) will perform materials sampling at
More informationEditing notes to assist users are separated from specification text by rows of asterisks. Delete these notes prior to final printing.
SECTION 09635 LIMESTONE FLOORING This guide specification has been prepared by TexaStone Quarries LLC to assist design professionals in the preparation of a specification section covering cut limestone
More informationPAVING SLABS ON A CONCRETE BASE
SECTION 32 14 13.16 PAVING SLABS ON A CONCRETE BASE (1995 MasterFormat Section 02784) Note: This guide specification for the U.S. is for paving slabs on a sand bed over concrete for pedestrian applications.
More informationTypes of Cracking and Influencing Causes
Types of Cracking and Influencing Causes TRB Cracking Webinar May 25, 2016 R. Doug Hooton NSERC/ Cement Association of Canada, Senior Industrial Research Chair in Concrete Durability & Sustainability hooton@civ.utoronto.ca
More informationSELF-CONSOLIDATING CONCRETE FOR SLIP-FORM CONSTRUCTION: PROPERTIES AND TEST METHODS
SELF-CONSOLIDATING CONCRETE FOR SLIP-FORM CONSTRUCTION: PROPERTIES AND TEST METHODS Kejin Wang (1), Surendra P. Shah (2) and Thomas Voigt (3) (1) Department of Civil, Construction and Environmental Engineering,
More informationIGGA Guide Specification: Conventional Diamond Grinding for Pavement Preservation Introduction
IGGA Guide Specification: Conventional Diamond Grinding for Pavement Preservation Introduction This standard developed, by the International Grooving and Grinding Association (IGGA), specifies the procedures
More informationOPTIMIZED 3/4" GRADATION LIGHTWEIGHT AGGREGATE REPORT
OPTIMIZED 3/4" GRADATION LIGHTWEIGHT AGGREGATE REPORT PREPARED BY: JODY WALL, P.E. DIRECTOR OF RESEARCH AND DEVELOPMENT CAROLINA STALITE COMPANY RESEARCH LAB GOLD HILL, NORTH CAROLINA Optimized 3/4" Gradation
More informationSHRP2 R21 Composite Pavement Systems Project Overview
SHRP2 R21 Composite Pavement Systems Project Overview Michael I. Darter & Shreenath Rao Applied Research Associates, Inc. 2100 Louisiana Transportation Conference Baton Rouge, LA 10 January 2011 SHRP2
More informationNortheast States Materials Engineers Meeting (NESMEA) October 9, 2006 Newark, DE
Northeast States Materials Engineers Meeting (NESMEA) October 9, 2006 Newark, DE Delaware DOT s Use of Slag Cement Jim Pappas, P.E. Chief Materials & Research Engineer Materials & Research Section Outline
More informationA Study on the Influence of Mineral Admixtures in Cementitious System Containing Chemical Admixtures
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 10, Issue 3 (March 2014), PP.76-82 A Study on the Influence of Mineral Admixtures
More informationSECTION COMMON WORK RESULTS FOR CONCRETE SSPECIALTY COATINGS
SECTION 03 05 00 COMMON WORK RESULTS FOR CONCRETE 09 97 00 SSPECIALTY COATINGS Weld Crete ************************************************************************************************************************
More informationprospec.com Concrete Repair & Restoration
prospec.com Concrete Repair & Restoration Table of Contents Product Portfolio 3 Product Enhancements 4 Product Selection Matrices 5 Construction Grout & Precast Non-shrink grouts C-1107 Construction Grout
More informationDesign No. P921 April 16, Restrained Assembly Rating 1, 1-1/2 or 2 Hr (See Items 4, 6, 7 and 9) Unrestrained Assembly Rating 0 Hr (See Item 7)
Design No. P921 April 16, 2003 Restrained Assembly Rating 1, 1-1/2 or 2 Hr (See Items 4, 6, 7 and 9) Unrestrained Assembly Rating 0 Hr (See Item 7) Unrestrained Beam Rating 1, 1-1/2 or 2 Hr (See Items
More informationLS 2519 CONCRETE PAVER PAVEMENT RECONSTRUCTION
LS 2519 CONCRETE PAVER PAVEMENT RECONSTRUCTION A. Section Includes B. References C. Quality Assurance D. Submittals E. Delivery, Storage and Handling F. Environmental Conditions G. Summary H. Concrete
More informationPerformance Engineered Mixtures Program
Performance Engineered Mixtures Program Dr Peter Taylor, PE (IL) 1 2 PEM - What is it? A program to Understand what makes concrete good Specify the critical properties and test for them Prepare the mixtures
More informationCELCORE CELLULAR INSULATING CONCRETE SPECIFICATION FOR RETROFIT PLACEMENT OVER EXISTING ROOF MEMBRANES
PART 1: SCOPE CELCORE CELLULAR INSULATING CONCRETE SPECIFICATION FOR RETROFIT PLACEMENT OVER EXISTING ROOF MEMBRANES 1.1 An Approved Celcore Applicator shall furnish all labor, materials and supervision
More informationSTANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL
STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL 1. SCOPE 2. DESIGN 3. MATERIALS 4. CONSTRUCTION 5. METHOD OF MEASUREMENT AND PAYMENT SCOPE This Specification sets out requirements for the design,
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF PORTLAND CEMENT CONCRETE
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF PORTLAND CEMENT CONCRETE CFS:JFS 1 of 28 APPR:TES:DBP:07-11-17 FHWA:APPR:07-13-17 a. Description. The Contractor
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007
Sheet 1 of 6 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 Delete SECTION 2501 and replace with the following: SECTION 2501 PART V 2501.1 GENERAL In
More informationTruck Mixer, Agitator and Front Discharge Concrete Carrier. Standards. Endorsed by and Affiliated with. TMMB Printing
Truck Mixer, Agitator and Front Discharge Concrete Carrier Standards Endorsed by and Affiliated with TMMB 100-05 2005 Printing Your Choice is Complete New Standards provide for mixing performance evaluated
More informationDIVISION 3 HEAVY DUTY CONCRETE FLOOR TOPPING SECTION 03340
DIVISION 3 HEAVY DUTY CONCRETE FLOOR TOPPING SECTION 03340 PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. The General provisions of the contract, including GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND
More informationPortland Cement Concrete Patching Techniques vs. Performance and Traffic Delay
Portland Cement Concrete Patching Techniques vs. Performance and Traffic Delay Final Report January 2004 Disclaimer Notice The opinions, findings, and conclusions expressed in this publication are those
More informationEvaluation of a Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composite for a Thin-Bonded Pavement Overlay
Evaluation of a Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composite for a Thin-Bonded Pavement Overlay Alexandra Akkari, Primary Author Minnesota Department of Transportation March 2011
More informationHANDS-ON TRAINING: MATERIALS AND MIX DESIGN
Fundamentals of Concrete HANDS-ON TRAINING: MATERIALS AND MIX DESIGN LEARNING OBJECTIVES Upon completing this program, the participant should be able to: 1. Identify the common materials used for concrete
More information2014 Capital Project Phase 3 Grand Island Central School District Cannon Design Project No SECTION PAVING PART 1 - GENERAL
SECTION 321200 - PAVING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Contractor for this work shall be held to have read all of the Bidding Requirements, the Proposal Forms, the General Conditions of
More informationCONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS SCOPE...3
CITY OF TORONTO TS 3.65 TRANSPORTATION SERVICES STANDARD CONSTRUCTION SPECIFICATIONS June 2001 CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS 3.65.01 SCOPE...3 TS 3.65.02 TS 3.65.03 REFERENCES...3
More informationConstruction Specification for Concrete Unit Pavers
Engineering & Construction Services Division Standard Specifications for Road Works TS 3.80 September 2017 for Concrete Unit Pavers Table of Contents TS 3.80.01 SCOPE... 2 TS 3.80.02 REFERENCES... 2 TS
More informationMr. Jody Wall Carolina Stalite P.O. Box 186 Phone: (704)
March 19, 2015 Mr. Jody Wall Carolina Stalite P.O. Box 186 Phone: (704) 279-8614 Gold Hill, North Carolina 28071 Email: jwall@stalite.com Subject: Interim Report of ASTM C330 Dear Mr. Wall: Testing, Engineering
More informationSECTION ARCHITECTURAL CAST STONE
PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 047200 ARCHITECTURAL CAST STONE A. RELATED DRAWINGS All drawings, to include supplemental drawings, instructions and conditions of this contract. B. RELATED
More informationGUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BID-BUILD (DBB) PROJECTS MAY 2016
GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN-BID-BUILD (DBB) PROJECTS MAY 2016 Using the Guide Schedule Research of sampling and testing rates listed for project tests in the following Guide Schedule
More informationUNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCEC / NASA UFGS-03 37 13 (November 2009) ----------------------------- Preparing Activity: USACE Superseding UFGS-03 37 13 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONS References
More informationSPECIAL SPECIFICATION 4900 Sacrificial Cathodic Protection Pile Jacket
1993 Specifications CSJ 0331-04-045 SPECIAL SPECIFICATION 4900 Sacrificial Cathodic Protection Pile Jacket 1. Description. This Item shall govern for the furnishing, installing and energizing a sacrificial
More informationMinimum Sample and Test Requirements (MSTR)
Minimum Sample and Test Requirements (MSTR) 1. Asphalt Construction: General Notes: The Area Engineer must furnish representative samples of component mineral aggregate materials to the Bituminous Engineer
More informationJANUARY 4, 2017 AT 2:00 P.M. (EASTERN. (Estimated Cost: $4,600,000) Bids J D WILLIAMSON CONSTRUCTION CO INC $3,799,476.25
General Info Number: PROJECT NO. 43-17-03 Description: BRIDGE DECK REPAIR AND REHABILITATION, ARLINGTON ROAD OVER OHIO TURNPIKE M.P. 122.3, JOPPA ROAD OVER OHIO TURNPIKE M.P. 128.5, DEAN ROAD OVER OHIO
More informationSPECIFICATIONS FOR CAST-IN-PLACE CONCRETE SLAB DUNN COUNTY TRANSFER STATION MENOMONIE, WISCONSIN
SPECIFICATIONS FOR CAST-IN-PLACE CONCRETE SLAB DUNN COUNTY TRANSFER STATION MENOMONIE, WISCONSIN 1. SUMMARY A. Work includes: 1. Pavement removal, topsoil stripping, and site grading for concrete slab.
More informationI-64 DUNLAP CREEK BRIDGE REHABILITATION JOINTLESS BRIDGES, DECK OVERLAYS, AND CONCRETE MATERIALS
I-64 DUNLAP CREEK BRIDGE REHABILITATION JOINTLESS BRIDGES, DECK OVERLAYS, AND CONCRETE MATERIALS June 8, 2016 Celik Ozyildirim, PhD, PE, Principal Research Scientist, VTRC, Charlottesville, VA Rex Pearce,
More informationBy CTS Cement Manufacturing Corp.
CSI SECTION 03 60 00 GROUTING 03 62 00 NON-SHRINK GROUTING 03 62 13 NON-METALLIC NON-SHRINK GROUTING High Flow, Non-Metallic, Multi-Purpose, Cementitious, Non-Shrink Grout EDITOR NOTE: The following guideline
More informationArchitectural Concrete in Hot Weather. Project Basics. Project Basics RAFAEL HERNANDEZ AIRPORT AIRCRAFT FIREFIGHTING STATION 7/26/2012
Jose R. Gaya, P.E., M(CE) JR Technical and Development Architectural Concrete in Hot Weather Fernando I. Buxo, P.E. Concrete Engineering Technologies Spring 2012 Convention March 18 21, Dallas, TX Project
More informationPAVEMENT CONSTRUCTION QA PROCEDURES RIDEABILITY TESTING CONSTRUCTION PRACTICE
PAVEMENT CONSTRUCTION QA PROCEDURES RIDEABILITY TESTING CONSTRUCTION PRACTICE Quality Assurance is not Quality Control Quality control is Contractors responsibility during construction. Quality Assurance
More information2016 ACHD Supplemental Specifications to the ISPWC. ACHD QC-QA Procedure
SECTION 100 General Conditions Add the following: 2016 ACHD Supplemental Specifications to the ISPWC Ada County Highway District Quality Control and Quality Assurance Procedure Definitions Quality Assurance
More informationPCC Pavement Mixture Selection
PCC Pavement Mixture Selection A. General Information Design Manual Chapter 5 - Roadway Design 5E - PCC Pavement Mixture Selection 5E-1 Concrete is basically a mixture of two components, paste and aggregates.
More informationWhy the Box Test & Super Air Meter are Important to Your QA Program
Why the Box Test & Super Air Meter are Important to Your QA Program Tyler Ley, PhD, PE Dan Cook, David Welchel, Morteza Khatibmasjedi, Jake LeFlore, Nick Seader Acknowledgements Gary Ficke Peter Taylor
More informationMaterials Selection in Pavement Design. Flexible Pavements
Materials Selection in Pavement Design Flexible Pavements Pavement Design AASHTO Pavement Design Guide (1993) AASHTOWare Pavement ME Dr. Witczak Traffic = 100 Trucks/day Over 20 Years (730,000 ESAL s)
More informationHIGH PERFORMANCE CONCRETE. by John J. Roller CTLGroup
HIGH PERFORMANCE CONCRETE by John J. Roller CTLGroup Early Louisiana HPC Research Law & Rasoulian (1980) Adelman & Cousins (1990) Bruce, Russell & Roller (1990-1993) Law & Rasoulian (1980) Concrete strengths
More informationWhat is it? What is Granular Base Stabilization ti (GBS)? Emulsion Full Depth Reclamation Process
Emulsion Full Depth Reclamation and Granular Base Stabilization An Engineered Approach 47 th Idaho Asphalt Conference Rocktober 25 th, 2007 Full Depth Reclamation (FDR) What is it? Rehabilitation technique
More informationMECHANICAL PROPERTIES OF HIGH-PERFORMANCE CLASS C FLY ASH CONCRETE SYSTEMS
MECHANICAL PROPERTIES OF HIGHPERFORMANCE CLASS C FLY ASH CONCRETE SYSTEMS By Shiw S. Singh*, Tarun R. Naik**, Robert B. Wendorf***, and Mohammad M. Hossain**** Abstract The influence of inclusion of Class
More informationProudly Made in the U.S.A.
5-Year Warranty Proudly Made in the U.S.A. Cast-In-Place (wet-set) 2 Cast-In-Place (wet-set) Tactile Proudly Made in the U.S.A. In stock colors White 37875 Brick Red 20109 Yellow 33538 Blue 15187 Safety
More informationSECTION EPOXY TERRAZZO
SECTION 09402 PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to
More informationOptimizing Concrete Mixtures for Performance and Sustainability
Optimizing Concrete Mixtures for Performance and Sustainability Prepared by: Karthik Obla, Ph.D., P.E. Colin Lobo, Ph.D., P.E. Rongjin Hong National Ready Mixed Concrete Association Silver Spring, MD Haejin
More informationA Study on Properties of Light Weight Cinder Aggregate Concrete with Silica Fume and Fly Ash as Admixtures
A Study on Properties of Light Weight Cinder Aggregate Concrete with Silica Fume and Fly Ash as Admixtures Dandu Chinna Narasimhudu Post Graduate Student, Department of Civil Engineering, Annamacharya
More informationRenae Kuehl, PE, SRF Consulting Group Dan Wegman, PE, Braun Intertec Corporation November 2, 2017
BASE STABILIZATION GUIDANCE AND ADDITIVE SELECTION FOR PAVEMENT DESIGN Renae Kuehl, PE, SRF Consulting Group Dan Wegman, PE, Braun Intertec Corporation November 2, 2017 Who is the LRRB? Serves local agencies
More informationCHAPTER 10 PAVEMENT DESIGN AND REPORT TABLE OF CONTENTS
CHAPTER 10 PAVEMENT DESIGN AND REPORT TABLE OF CONTENTS Section Title Page 10.1 General... 10-1 10.1.1 Existing Streets...10-1 10.1.2 AASHTO Design...10-1 10.1.3 Pavement Type...10-1 10.1.4 Treated Subgrade...10-1
More informationUse of steel slag in concrete mixtures
Use of steel slag in concrete mixtures Nasser Al-Nuaimi, Ramzi Taha, Abdulazeez Kilayil, and Abdelhamid Ben Salem Qatar University, Department of Civil and Architectural Engineering, Doha, Qatar E-mail:
More informationDIVISION 03 CONCRETE CONCRETE Maintenance of Concrete
DIVISION 03 CONCRETE 03 00 00 CONCRETE 03 01 00 Maintenance of Concrete 03 01 10 Maintenance of Concrete Forming and Accessories 03 01 20 Maintenance of Concrete Reinforcing 03 01 23 Maintenance of Stressing
More informationSECTION QUALITY CONTROL - CONSTRUCTION MANAGER EDITION
Montgomery County Public Schools Facilities DIVISION 1 - GENERAL REQUIREMENTS SECTION 01450 - QUALITY CONTROL - CONSTRUCTION MANAGER EDITION PART 1 - GENERAL 1.1 Summary: A Independent testing, inspection
More informationInvestigation and Comparative Study of Effect of Silica Fume in Cementitious Grouts
International Journal of Scientific and Research Publications, Volume 5, Issue 5, May 2015 1 Investigation and Comparative Study of Effect of Silica Fume in Cementitious Grouts Dr. Shrikrishna A.Dhale
More information