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1980s

  • Maximum Permitted Slump When Slump Isn't Specified

    We are bidding a concrete project on which slump doesn't seem to be specified. In the specifications there is reference to ACI 301, "Specifications for Structural Concrete for Buildings," and to ASTM C 143, Standard Test Method for Slump of Hydraulic Ceme

     
  • Painting Concrete in Bright Colors

    Where can we get a deeply colored paint for concrete, one that is highly saturated with primary color? We need it for a multiuse building 600 feet tall. The owner wants several bright colors, not the stains, pastels, and earth tones commonly used on concr

     
  • Protecting Concrete Exposed to Hydrofluoric Acid

    We re replacing concrete floors, pads, and pedestals damaged by hydrofluoric acid spills in an oil fuel processing plant. The acid is at ambient temperature and concentration varies from 10% to 60%. How do we protect the new concrete so it doesn't deterio

     
  • Floor Isn't Flat Enough for Racquetball Courts

    We placed the concrete for post-tensioned decks for a three-story health club.

     
  • Load-Bearing Lawns

    We need more information about the "grass plus concrete" load-bearing lawn, described in your September 1988 issue (page 863). Who is familiar with the system in Quebec? Who is the maker of the reusable plastic form unit?

     
  • Expansion Joints Needed for Whitetopped Parking Lot?

    I've recently been awarded a contract to whitetop an existing asphalt parking lot in Pennsylvania. One section of the lot is 80x200 feet. Should there be an expansion joint in a section of lot this large?

     
  • Pinholes in Polyurethane Coating

    We're applying a two-component polyurethane coating to the walls and floor of a new concrete reservoir. It's a high-build, 100% solids coating sprayed 125 to 140 mils thick in one pass. We first sandblast the concrete surface and repair any bugholes with

     
  • Delayed Cracking of a Basement Floor Slab

    We put in the foundation and floor slab for a house about 3 years ago. The floor slab performed fine for 2 years but then started heaving and cracking. Some of the cracks are up to 1/8 inch wide. Could water pressure have caused the heaving and cracking?

     
  • Wood for Formwork

    Is it better to use air-dried or kiln-dried wood for formwork?

     
  • Percent Solids in Curing Compounds

    What's the significance of percent solids in liquid membrane curing compounds? The cure-and-seal products seem to have a higher solids content. If two products meet the ASTM requirements for curing compounds, is the one with a higher percent solids more d

     
  • Graphite Form Ties

    Where can we buy graphite form ties?

     
  • Batching Dry Aggregates in Concrete

    Is it acceptable to batch concrete with aggregates below the saturated surface-dry moisture state? If not, what standard prohibits it?

     
  • How to Set Forms for Insulated Slab

    We're going to be placing a 6-inch-thick concrete slab in a cold storage warehouse. The concrete has to be placed over 12 inches of expanded polystyrene insulation board. The insulation comes in 4x8 foot sheets that are 6 inches thick, so there will be tw

     
  • Slab Form Removal in Multistory Work

    We frequently are asked to strip slab formwork based on compressive strength, as determined by test cylinders, reaching 80% to 85 % of the 28-day specified compressive strength. Often we get this strength 3 days after placing the concrete. However, we not

     
  • Joint Filler Problems in an Industrial Floor

    We placed a concrete floor in an unheated 300,000-square-foot warehouse. Control joints were sawed on 20-foot centers each way. We filled the joints with epoxy but there has been quite a bit of joint movement and now the joint filler is pulling away from

     
  • Delayed Setting of Superplasticized Concrete

    What causes delayed setting of superplasticized concrete? We placed a 2-foot-thick slab on grade for a water treatment plant. Maximum air temperature during the pour was 65 degrees F. We placed the concrete directly onto a polyethylene vapor barrier. At m

     
  • Concrete Saw Blade Life

    We're saw cutting a road that consists of 6 inches of concrete overlaid with 1 inch of asphaltic concrete. In most places there's only 1/2 inch of asphalt left. The cut is 3 inches deep and our saw blades are lasting for only 500 lineal feet of cutting. I

     
  • Specs for Epoxy-Coated Welded Wire Fabric

    We heard that epoxy-coated welded wire fabric is being used. Is there a standard specification for the material?

     
  • Keystone Finish for Flatwork

    Specifications for a concrete deck for a swimming pool call for a keystone finish. What is it?

     
  • Bugholes Near the Top of a Wall

    We've got problems with bugholes in an 8-inch-thick architectural concrete wall that we're building. It's 4 to 6 feet high and the surface looks fine, except in the top 1 foot where lots of bugholes have formed. The air-entrained concrete is colored with

     
 
 
 
 

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