Attachment 18 SECTION 02716 Drainage Mat.pdf

PDF 82 KB Posted

Attached to
Mitchell Hall Renovation Phase 7 Federal contract opportunity
Solicitation number
FA7000-12-R-0015
Issued by
Department of the Air Force Headquarters Air Force Academy

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Section 02716 Drainage Mat

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01 FA7000-12-R-0015-0004 Amendment.pdf PDF
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Attachment 14 bid phase sketch sk-1.pdf PDF
Attachment 09 Praxis Rpt II.pdf PDF
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Text version

UNITED STATES AIR FORCE ACADEMY IDIQ Rigid Pavements Contract

28 August 2012

Drainage Mat – Section 02716 Page-- 1 –

September 2007

SECTION 02716

DRAINAGE MAT

PART 1 - GENERAL

1.1 Scope

Work under this section consists of installing a prefabricated drainage mat in the following areas:

Plaza Decks: in localized repair areas, as a supporting layer directly beneath the cast-in-place topping slab.

Transition Areas: Between cast-in-place slab-on-grade and supporting angle on basement wall at perimeter of plaza deck (see details).

Submittals: Data illustrating and describing the all the materials of the system and verifying their conformance with the requirements of this specification.

PART 2 - PRODUCTS:

Materials: The drainage mat shall be a prefabricated, composite drainage panel consisting of a three-dimensional. High impact, polystyrene core with a nominal one inch flange on one longitudinal edge and a polymeric sheet adhered to the flat side of the core and a non-woven filter fabric on the other side. The product shall conform to the following material properties:

Component Property Test Method Critical Value

Core Weight

Thickness

Compressive Strength

ASTM D3776

ASTM D1777

ASTM D1621

3.09 oz/sq ft

0.40 in

15,000 lb/sq ft

Filter Fabric Apparent Opening Size

Water Flow Rate

Grab Tensile Strength

Weight

ASTM D4751

ASTM D4991

ASTM D4632

ASTM D3776

#100(U.S. Std. Sieve)

150 gpm/sq ft

100 lb

4.0 oz/sq yd

Composite System Q at 3,600 psf: ASTM D4716 15 gpm/ft of width

UNITED STATES AIR FORCE ACADEMY IDIQ Rigid Pavements Contract

28 August 2012

Drainage Mat – Section 02716 Page-- 2 –

September 2007

Hydraulic Gradient of

1.00

2.2 Acceptable Products: “MiraDrain 6200”, Mirafi Inc or approved equal.

PART 3 - EXECUTION:

Plaza Deck Areas: The drainage mat shall be placed horizontally on clean, smooth substrate as shown on the drawings with no projections or kinks in the material. During placement of concrete overlayment, care shall be taken to prevent damage to filter fabric or core material. Salient characteristics are per previous table.

Transition Areas: Place the drainage mat as detailed on the drawings. Plae the flat side

(not filter material side) against the waterproof membrane under plaza deck pavement as shown. Continue mat down to support angle placement over filter fabric used as trench drain wrap. Secure the drainage mat in place as recommended by the manufacturer to prevent any displacement during backfilling operations.

* * * END OF SECTION * * *

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