Suggested Specification for Ready-Mixed Flowable Fill
- General Conditions
- Scope of Work
- Flowable Fill Materials
- Quality Control
- Mixture Design Requirements
The general conditions of the contract and the supplemental general conditions bound herewith are part of this specification. The contractor shall consult all conditions in detail for instructions pertaining to work under the contract.
2.1. The contractor shall furnish all labor, materials, equipment and services required to place all flowable fill in designated areas where shown on drawings and specified herein.
2.2. The contractor is responsible for identifying the intended application and identify those areas which are excavatable and non-excavatable.
3.1. “Approved”-Approved or permitted by the architect, engineer, or other authorized representative of the owner.
3.2. “Project drawings”-All drawings that accompany this specification and complete and outline the boundaries for placement of flowable fill.
3.3. “Flowable-Fill”-As described in the American Concrete Institute’s (ACI) Committee 229 report, it is a Controlled Low Strength Material (CLSM) used as primary backfill or alternate to standard soil or stone backfill. Flowable fill differs from Portland Cement Concrete as it contains a low cementitious content to reduce strength developments for possible future removal.
3.4. “Excavatable”-An application where it may be necessary to remove the flowable fill at a later date.
3.5. “Non-Excavatable”-An application where it is not necessary to remove or otherwise excavate the flowable fill at a later date.
4.1 Backfill (Sewer Trenches, Utility Trenches, Bridge Abutments, Conduit Trenches, Pile Excavations, and Retaining Walls).
4.2. Structural Fill (Foundation Subbase, Subfooting, Floor Slab Base, and Pipe Bedding)
4.3. Other Uses (Abandoned Underground Storage Tanks, Wells, Abandoned Utility Company Vaults, Voids Under Pavement, Sewers and Manholes, and to contend with Muddy Conditions)
Materials shall comply with the recommendations within chapter 3 of ACI 229, which include cement, aggregates, fly ash, water, admixtures, slag and other non standard materials.
Compressive strength shall be the preferred method of testing for acceptance and quality control. Compressive strength testing shall be governed by the guidelines set forth in ACI Committee Report 229. Strength values can be correlated to CBR values, bearing capacity, subgrade modulus and other parameters.
7.1. The mixture shall be proportioned to achieve the strength requirements set forth by the architect, engineer or other authorized representative of the owner and be sufficiently fluid to meet the intended placement application.
7.2. Flowable Fill shall have a minimum 28 day compressive strength of 30 psi, unless otherwise specified.
7.3. The strength requirements for flowable fill intended to be excavatable using handtools shall not exceed 50 psi.
7.4. The strength requirements for flowable fill intended to be excavatable using machine equipment shall not exceed 200 psi.
8.1. It is strongly recommended that a pre-installation conference be held prior to commencement of field operations. Items to be discussed will include, but not limited to, working conditions, reviewing mix designs, excavatable vs. non-excavatable applications and movements of trucks to points of discharge.
8.2. Flowable Fill shall be protected from freezing for at least 24 hours after placement.
8.3. When Flowable Fill is to be used around objects subject to floating; i.e. pipes, tanks, pools etc., the contractor shall take appropriate measures, such as, straps, soil anchors or other approved methods to prevent flotation or misalignment.
8.4. Flowable fill is a fluid material, which prior to setting, will exert a high fluid pressure on formwork, wall/embankments, or other containment structures. The Contractor shall design all formwork or other containment structures accordingly.
ACI 229, “Controlled Low Strength Materials,” ACI Manual of Concrete Practices, vol. 1, Detroit, Michigan, 1995 edition.
This suggested specification is based on the facts, tests, and authorities stated herein. It is intended for the use of professional personnel competent to evaluate the significance and limitations of the reported findings and who will accept responsibility for the application of the material it contains. The Virginia Ready Mixed Concrete Advisory Council disclaims any and all responsibility for application of the stated principles or for the accuracy of any of the sources. The Virginia Ready Mixed Concrete Advisory Council accepts no responsibility for any work performed with reference to this suggested specification. We acknowledge the use of information from the Portland Cement Association, the American Concrete Institute and the American Society for Testing and Materials (ASTM).