DOC Section 030130 - Maintenance of Cast-in-place Concrete

Place concrete according to [Section 033000 "Cast-in-Place Concrete"] [Section 033053 "Miscellaneous Cast-in-Place Concrete"] [Section 033300 "Architectural Concrete"] and as specified in this article. Retain one of two "Pretreatment" paragraphs below, or delete both. Bonding agents are not often used with formed concrete repairs, especially

PDF Life Cycle Assessment of Pre-cast Concrete Vs. Cast-in

Both pre-cast and cast-in-place concrete use cement, aggregate and water as their constituent materials. Although pre-cast concrete is cast in the manufacturing plant we have included the casting and curing of pre-cast concrete in the on-site section as to ease the comparison of the two concrete construction methods.

PDF Cast-in-place Concrete Section 03300 I

CAST-IN-PLACE CONCRETE CONCRETE REPLACEMENT SPECIFICATIONS SECTION 03300 I. Information to be submitted as a part of the bid. A. Furnish at least three (3) references including names of contact persons. Previous work shall have been completed at least six (6) month to eighteen (18) months prior to the

PDF Cast-in-place Concrete Curb

cast-in-place concrete curb and gutter 5. 4. 3. 2. 1. notes: 1" max. curb backfill backfill curb (flexible) pavement hot mix asphalt pavement or shoulder typical section) subbase (see plan precast concrete curb 6" 1 6 " ƒ" 4 " (traversable curb) type pt4 curb pavement hma or pcc 12" /s/ richard d. wilder, p.e. grout 705-21 or 701-04 (design)

CastInPlaceConcrete03300.pdf - SECTION 03300 CAST-IN-PLACE

Cast-In-Place Concrete City of Loveland, CO 03300 - 1 SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SUMMARY A. This section covers formwork, reinforcing steel, and cast-in-place Concrete work. B. Related Work Specified Elsewhere 1. Manholes: Section 02605 2. Storm Sewer Collection System: Section 02722 C. Measurement and Payment Procedures 1.

A. Division 2, Sections on Earthwork B. Section 03300

A. Concrete for all cast-in-place storm drainage structures (including channels and benches) shall conform to Section 03300 of the SD1 Technical Specifications including a minimum 28-day compressive strength of 4,000 psi. B. Grout shall consist of a mixture of water and cement or cement with fly ash, one

University of Colorado Denver | Anschutz Medical Campus

CAST-IN-PLACE CONCRETE 03 30 00 - 1 SECTION 03 30 00 - CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 SYSTEM REQUIREMENTS A. Design Requirements: 1. Concrete mixtures for concrete slabs and concrete deck fill shall be normal weight and shall have a water-cement ratio of 0.45 or less. PART 2 -


CAST-IN-PLACE CONCRETE 033000 - 1 SECTION 033000 - CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section

PDF Cast-In-Place Concrete Barriers rev. May 14, 2018

Cast-In-Place Concrete Barriers. rev. May 14, 2018 April 23, 2013. NCHRP 350 AASHTO MASH. NOTE: Reinforcing steel in each of these barrier may vary and have been omitted from the drawings for clarity, only the Ontario Tall Wall was successfully crash tested as a unreinforced section.

DOC Cast-in-Place Concrete - Hawaii

6.1 Section 03300 Cast-in-Place Concrete. SPECIFIER'S NOTE: Blue colored texts are Notes to the Specifier and should be completely deleted from the final text. Where [red colored text in brackets] is shown in this specification section, insert wording, numbers, etc. as appropriate and delete brackets.

DOC Section 316329 - Light Pole Base Piles

This section describes furnishing, installing, and painting steel pipe piling for the high mast light pole base as shown on the drawings. RELATED WORK SPECIFIED ELSEWHERE. Section 032000, Concrete Reinforcing. Section 033000, Cast-In-Place Concrete. Section 051200, Structural Steel Framing. Section 260500, Common Work Results for Electrical


03 11 13 Structural Cast-in-Place Concrete Forming . Part 1 - General All Structural Cast-in-Place Concrete Forming shall be in accordance with MAG standard Section 505.3: Forms for Concrete Structures . Forms shall be of suitable material and of type, size, shape, quality, and strength to enable construction as designed.

03300 CastInPlace Concrete - Caltrain

September 30, 2011 CAST-IN-PLACE CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for cast-in-place Portland cement concrete including mix designs, delivering, and placing. 1.02 REFERENCE STANDARDS A. American Concrete Institute (ACI): 1.

PDF Section 420 Concrete Structures - Ncdot

16 SECTION 420 17 CONCRETE STRUCTURES 18 420-1 DESCRIPTION 19 Construct cast-in-place concrete structures and the cast-in-place concrete portions of 20 composite structures in conformity with the lines, grades and dimensions shown in the 21 contract. Furnish and place concrete, joint filler and sealer, curing agents, epoxy protective

Cast-in-Place Concrete - MasterFormat 03 30 00 - BuildSite

Cast-in-Place Concrete (03 30 00) 19 Cast-in-Place Concrete products from 4 Manufacturers. submittal software now!

ACI 301 - Specifications for Structural Concrete

Section 4—Concrete mixtures, p. 301-16 4.1—General 4.1.1—Description 4.1.2—Submittals 4.1.3—Quality control 4.1.4—Materials storage and handling 1.1.1 Work specified—This Specification covers cast-in-place structural concrete. Provisions of this Specifica tion shall govern except where

PDF 03300 CastInPlace Concrete - Caltrain

September 30, 2011 CAST-IN-PLACE CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for cast-in-place Portland cement concrete including mix designs, delivering, and placing. 1.02 REFERENCE STANDARDS A. American Concrete Institute (ACI): 1.


A. Section 033000 – Cast in Place Concrete. REFERENCES. American Society for Testing and Materials: ASTM C-109 – Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2 in. or 50 mm. Cube Specimens). ASTM C-230 – Standard Specification for Flow Table for Use in Tests of Hydraulic Cement.

PDF Section 03300 Cast-in-place Concrete Part 1 - General 1.01

A. This section covers cast-in-place concrete materials, reinforcing steel, forms, and finishing in conjunction with sanitary sewer pipeline construction. B. Use Class A Concrete in all manholes and other structures. C. Use Class B Concrete for bedding and encasement only. 1.02 RELATED WORK A. Section 02220 - Excavation, Backfilling, and Compacting

CAD Drawings of Structural Cast-in-Place Concrete Forming

03 30 00 - Cast-in-Place Concrete. 03 31 00 - Structural Concrete. 03 33 00 - Architectural Concrete. 03 35 00 - Concrete Finishing. 03 35 13 - High-Tolerance Concrete Floor Finishing.


SECTION 033000 CAST‐IN‐PLACE CONCRETE PART 1 ‐ GENERAL 1.01 SECTION INCLUDES A. Concrete pedestals B. Concrete curing C. Concrete slab, curbs, and pads 1.02 RELATED REQUIREMENTS A. Section 014500 ‐ Quality Control. B. Section 017450 ‐ Construction and Demolition Debris Recovery Plan.

Xypex | Concrete Waterproofing using Crystalline Technology

Xypex Bio-San C500 is a uniquely designed admixture for integral, long-term protection of concrete in harsh sewage conditions with high levels of H 2 S that cause Microbial Induced Corrosion (MIC). Watch the animation to learn how Bio-San C500's robust dual technology system eliminates the problem.

Concrete Cast-in-place Concrete (03 30 00

Cast-in-place Concrete (03 30 00) For questions regarding this section contact: Physical Plant Mike Vadney, [email protected] Part 1 – General This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, and placement procedures.

Cast-in-Place - an overview | ScienceDirect Topics

Cast-in-Place. Cast-in-place concrete can be economically feasible. Much of the cost factor is related to the depth of a repair. Shotcrete is a good option when repair sections range in thickness from 6 to 12 in. Either of these two options is usually cost-effective. Thicker sections of concrete require traditional concrete forming to maintain

PDF Section 03 01 37 Concrete Slab Moisture Emissions Remediation

1. Section 033000 - Cast-In-Place Concrete 2. Section 035416 - Hydraulic Cement Underlayment 3. Section 096766 - Fluid-Applied Polyurethane Sports 4. Section 96466 - Wood Athletic Flooring 5. Section 096513 - Resilient Sheet Flooring 6. Section 096516 - Resilient Linoleum Sheet Flooring 7.

Concrete - Wikipedia

Concrete is a composite material composed of fine and coarse aggregate bonded together with a fluid cement (cement paste) that hardens (cures) over time. In the past, lime based cement binders, such as lime putty, were often used but sometimes with other hydraulic cements, (water resistant) such as a calcium aluminate cement or with Portland cement to form Portland cement concrete (named for

033000D27 Cast-In-Place Concrete Details (Typical Details

033000D27 Cast-In-Place Concrete Details (Typical Details) PDF: 033000D27_update.pdf. Other File: 033000D27rev01-17.dwg. Division: 030000 - Concrete.

PDF Instructions for Editing Section 03100 Concrete Formwork

A. Section 03300: Cast in Place Concrete 1.04 DESIGN OF FORMWORK A. Design, erect, support, brace and maintain formwork so that it will safely support all vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Carry vertical and lateral loads to the

PDF Section 03300 Cast-in-place Concrete Part 1 - General

required to build cast-in-place concrete structures (e.g. upstream apron, training walls, splash pad, buttress infill, structural facing, and concrete pads) as shown on the Contract Drawings. Also included in the work of this section is all work required to properly finish, protect, and cure cast-in-place concrete. D.

03 30 00 Cast-in-Place Concrete

Architect’s Project Number 03 30 00-1 of 6 Cast-in-Place Concrete District Master Specs 2010 Edition SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.1 SECTION INCLUDES A. Cast-in-place concrete building frame members, floors, shear walls, elevator shaft walls, foundation walls, footings, and supported slabs.

News-Yingchuang Building Technique (Shanghai)Co.Ltd

Found in July 24, 2003, Winsun Construction Technology (Shanghai) Co.,Ltd is the first high-tech company in the world which truly achieves 3D printing architecture, specializing in the R&D and production of construction new materials for more than 15 years. The company has more than 129 national patents and is important enterprise of “ one belt one road” policy, brand enterprise impacting

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