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item 613 low strength mortar backfill

item 613 low strength mortar backfill

ITEM 613 LOW STRENGTH MORTAR BACKFILL

613.08 Placing Mortar. 613.09 Method of Measurement. 613.10 Basis of Payment . 613.01 Description. This work consists of placing a low strength mortar backfill around conduits and at other locations. Perform the work for this item according to Items 603 and 499, except as modified below. 613.02 Materials. Furnish materials conforming to:

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Item 613 Low Strength Mortar Backfill - Pages

Item 613 Low Strength Mortar Backfill Author: Ron Trivisonno Last modified by: Information Technology Created Date: 3/11/2005 3:13:00 PM Company: Ohio Department of Transportation Other titles: Item 603 Pipe Culverts, Sewers, and Drains

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613 Low Strength Mortar Backfill - dot.state.oh.us

613 Low Strength Mortar Backfill 1. Specification: Item 613.02, 603 CMS Item 499, 703.05 CMS 2. Sampling and/or Inspection Requirements: Fine aggregate gradation should conform to Item 703.05. Make one or more 1 cubic yard (1 cubic meter) trial batches at different water contents to ensure a flowable material.

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613 Low Strength Mortar Backfill - Pages

613 Low Strength Mortar Backfill Documentation Requirements - 613 Low Strength Mortar Backfill This section recommends minimum documentation and critical inspection requirements for Item 613. The following documentation requirements must be recorded in the appropriate sections of the CA-P-1 Pipe Construction Form and in the project daily reports.

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ITEM 613 FLOWABLE CONTROLLED DENSITY FILL (FCDF)

Contractor may begin placing any material over low strength mortar backfill, as specified herein, as soon as the surface water is gone, or as directed by the Engineer. 613.11 Limitations of Operations. 1. Do not place mixture on frozen ground. 2. Protect the mixture from freezing. 3. Each filling stage shall be as continuous as is practicable. 4.

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613 Low Strength Mortar Backfill

613 Low Strength Mortar Backfill 1. Specification: Item 613.02, 603 CMS Item 499, 703.05 CMS 2. Sampling and/or Inspection Requirements: Fine aggregate gradation should conform to Item 703.05. Make one or more 1 cubic yard (1 cubic meter) trial batches at different water contents to ensure a flowable material.

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ITEM 613 FLOWABLE CONTROLLED DENSITY FILL (FCDF)

Contractor may begin placing any material over low strength mortar backfill, as specified herein, as soon as the surface water is gone, or as directed by the Engineer. 613.11 Limitations of Operations. 1. Do not place mixture on frozen ground. 2. Protect the mixture from freezing. 3. Each filling stage shall be as continuous as is practicable. 4.

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Item 46 - Sewer and Manhole Abandonment rev 06122014

Item 613, Low Strength Mortar backfill with the mix adjusted to ensure a flowable material. Regardless of the method adopted by the Contractor, the material used shall be acceptable to the Engineer. The fill material placed in the sewers shall occupy, after solidification, at least seventy-five percent (75%) of the cross-sectional area of

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STANDARD DETAIL STANDARD PAVEMENT RDWD-18.2

item 911 compacted backfill using compacted native material with use of mechanical compaction equipment. 4.excavations that undermines the curb or pavement edges, require the use of item 613, low strength mortar backfill (formerly fcdf, flowable controlled density fill) as directed by the city. curb and

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CITY OF PIQUA SIDEWALK ADA COMPLIANCE PROGRAM

Jan 21, 2021  Item 613 Low Strength Mortar Backfill Type 2. Backfill under the area of asphalt pavement shall be kept down a minimum of 4” below the finished pavement elevation, or shall be kept down the existing asphalt depth, whichever is greater.

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CONSTRUCTION AND MATERIAL SPECIFICATIONS

CITY OF COLUMBUS OHIO CONSTRUCTION AND MATERIAL SPECIFICATIONS ONLINE VERSION APRIL 1ST, 2020 An Equal Opportunity Employer NOTICE: The page layout of this online document WILL NOT MATCH that of

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whichever is greater. of Pipe D Trench Width Lawn Areas ...

4" Topsoil, Seeding and Mulching per ODOT Items 653 and 659. Compacted job-excavated material. Clean saw cut edge. Existing Pavement. Low Strength Mortar Backfill per Item 613 Type 1 (LSM 50) Compacted Bedding Material. Compacted Bedding Material. SCALE: NONE %%USTANDARD CONSTRUCTION DRAWINGS. DATE: FILE: PAGE: 3. 05/29/2020. 2020-003.DWG

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Open-Cut Pavement Restoration Detail - CDF

1½" - Item 448, Surface Asphalt Concrete, full-width overlay. Warren County Engineer’s Office Neil F. Tunison, P.E., P.S. Warren County Engineer 105 Markey Road, Lebanon, Ohio 45036 Phone: 1-513-695-3301 Fax: 1-513-695-3323 wceo.us Controlled Density Fill Item 613 Low Strength Mortar Backfill 12" minimum cover Item 603 Structural Backfill

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ADDENDUM No. 1 LUC-SEAMAN ROAD YARROW STREET

mortar backfill, low strength item 613 surfaces (non-epoxy) limits of item 512-sealing concrete a a a porous backfill with geotextile fabric and laterally to 5' beyond the edge of pavement on the porous backfill with geotextile fabric (continued) item 613, low strength mortar backfill, as

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Guide Specification for Controlled Low Strength Materials ...

Committee 229 report 'Controlled Low Strength Materials'. 3.1 Controlled Low Strength Material, (CLSM) - A self-leveling and self-compacting, cementitious material with an unconfined compressive strength of 1,200 psi or less. R3.1 Controlled Low Strength Material, (CLSM) While the upper limit on compressive strength is

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CONSTRUCTION AND MATERIAL SPECIFICATIONS

101.01 1 100 GENERAL PROVISIONS ITEM 101 DEFINITIONS AND TERMS 101.01 General 101.02 Abbreviations 101.03 Definitions 101.04 Interpretations

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10/25/18 REVISED FOR BLDG. PERMIT APPROVAL12/4/19 AS

all backfill of piping under footers and 5' beyond footer shall be low strength mortar backfill per odot item 613, type ii. suction line elev. = 891.7. 912.6. asphalt drive. 3/4" schedule 80 pvc vent pipeing. link seal . tee 1" bypass drain and 3/4" vent pipe into 2" drain line to wet well. 2" drain line. pvc c-900 . s.s. lifting chainlifting chain

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DRAINS DUMP NO WASTE TO WATERWAY WATERWAY LAKE'

Dec 31, 2019  611.06. backfill material shall be in accordance with item 613 - low strength mortar, type 2. 3.steps: provide steps where the depth exceeds 6'``. steps shall be in accordance with odot standard drawing mh-1.1 4.opening: all penetrations through precast drainage structures shall be either manufactured or cored.

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SUPPLEMENT TO STATE OF OHIO DEPARTMENT OF

Jan 01, 2016  August 1, 2016 Foreward The City Administration, in an attempt to promote uniform construction practices throughout the area, has adopted the State of

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A1;D - Grove City, Ohio

** Low-Strength Mortar Backfill (LSMB), Type II per CMSC Item 613 shall be substituted for CMSC Item 912 Backfill when under existing pavement, or otherwise with approval of or at the direction of the City. February 2019. C-GC-26 Revised Drawing No. CITY OF GROVE CITY, OHIO

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ADDENDUM No. 1 LUC-SEAMAN ROAD YARROW STREET

mortar backfill, low strength item 613 surfaces (non-epoxy) limits of item 512-sealing concrete a a a porous backfill with geotextile fabric and laterally to 5' beyond the edge of pavement on the porous backfill with geotextile fabric (continued) item 613, low strength mortar backfill, as

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Department of Public Service 5330 Seaman Road Oregon,

mortar backfill, low strength item 613 surfaces (non-epoxy) limits of item 512-sealing concrete a a a porous backfill with geotextile fabric and laterally to 5' beyond the edge of pavement on the porous backfill with geotextile fabric (continued) item 613, low strength mortar backfill, as

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SECTION 311100 CLEARING AND GRUBBING PART 1 -

3. Type C. Low Strength Mortar as specified in ODOT Item 613. B. The backfill under and/or within five feet of existing or proposed roadways, paved shoulders, curbs, existing parking areas and drives shall be Type A granular material.

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SUPPLYING OF CONCRETE, GROUT LOW STRENGTH

613 50: C.Y. Low Strength Mortar Backfill, Type 2 $ 73.00 $ 78.00 50 C.Y. 6 Sack Grout $ 73.00 $ 78.00 * Less than 5-1/4 yards $60.00 per yard increase ** Delivery to

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Guide Specification for Controlled Low Strength Materials ...

Committee 229 report 'Controlled Low Strength Materials'. 3.1 Controlled Low Strength Material, (CLSM) - A self-leveling and self-compacting, cementitious material with an unconfined compressive strength of 1,200 psi or less. R3.1 Controlled Low Strength Material, (CLSM) While the upper limit on compressive strength is

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REVISIONS: VALVE WATER MAIN PUMPER NOZZLE TO FACE

support under pipe with low strength mortar backfill odot item 613, type 1. laying conditions - type 5 soil designation - silt depth of cover - 4' design pressure - 80 psi safety factor - 1.50 polywrapped pipe if worst conditions exist, additional restraints will be necessary.

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Section 600 Controlled Low Strength Flowable Fill

Section 600—Controlled Low Strength Flowable Fill Page 2 600.3.02 Equipment General Provisions 101 through 150. 600.3.03 Preparation A. Mix Design Flowable fill is a mixture of Portland cement, fly ash, fine aggregate, air entraining admixture, and water.

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ITEM 17502.9503 M - LOW STRENGTH SLURRY BACKFILL

ITEM 17502.9503 M - LOW STRENGTH SLURRY BACKFILL 1 of 2 10/93 M 06/97 DESCRIPTION The work shall consist of furnishing and placing a slurry backfill composed of fly ash, cement and water as shown on the plans or as directed by the Engineer, in writing, and in accordance with this Specification.

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Controlled low strength material - Wikipedia

Instead, it is primarily used as a replacement for compacted backfill. It also flows much better than ordinary concrete, having the consistency of a milkshake. The first known use of CLSM was in 1964. CLSM is typically a ready mix concrete rather than soil cement which is a low strength cement made using local soil, and is similar to a slurry.

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Ohio Sustainable Roadway Materials Workshop Currently ...

oItem 613: Low Strength Mortar Backfill –613.02, 613.05 oItem 703: Aggregate –703.11 oSS871: Embankment Construction using Recycled Materials Existing Specifications for Recycled Materials Blast Furnace Slag Item 442: SuperpaveAsphalt Concrete –442.03 Item 499: Concrete –499.02, 499.07 Item 605: Underdrains–605.02 Item 613: Low ...

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31 00 00. EARTHWORK 31 10 00. SITE CLEARING

Jan 01, 2006  .1.2.3 Low Strength Mortar Backfill: A flow-able fill composed of a Portland cement, fly ash, and/or sand mixture, in accordance with ODOT CMS Item 613. .1.2.4 Sand: Natural river or band sand. Washed, free of silt, clay, loam, friable or soluble materials, and organic matter. Graded in accordance with ASTM C-136 within the following limits:

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DRAINS DUMP NO WASTE TO WATERWAY WATERWAY LAKE'

Dec 31, 2019  611.06. backfill material shall be in accordance with item 613 - low strength mortar, type 2. 3.steps: provide steps where the depth exceeds 6'``. steps shall be in accordance with odot standard drawing mh-1.1 4.opening: all penetrations through precast drainage structures shall be either manufactured or cored.

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10/25/18 REVISED FOR BLDG. PERMIT APPROVAL12/4/19 AS

all backfill of piping under footers and 5' beyond footer shall be low strength mortar backfill per odot item 613, type ii. suction line elev. = 891.7. 912.6. asphalt drive. 3/4" schedule 80 pvc vent pipeing. link seal . tee 1" bypass drain and 3/4" vent pipe into 2" drain line to wet well. 2" drain line. pvc c-900 . s.s. lifting chainlifting chain

get price