The '61-'71 Dodge Sweptline Truck Forum #16

The Official Forum of the DTA. Here's your place to talk about Dodge trucks made from 1961-1971. The Truck (part) of The Week belongs to Steve. To view the DTA Photo Albums, click on the "Return to Website" link below. To view DodgeSweptline.Org, click on "DTA HOME" Best viewed in 1024x768

SWEPTLINE CD's $20 Check or Money order to:James Megee1483 Perkins LaneEdgewater Park NJ 08010 or Paypal to: jmegee57@hotmail.comSee the CD page at http://www.olddodges.com/sweptlinecd.htm

61-71 Glove boxes, Core Support/Radiator seals, 69-71 Tool Stowage Decals, 69-71 Firewall Insluation Pads, and A100 glove boxes.Contact Gary Offill for pricing and info at gwo1988@yahoo.com

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Subject:		Re: Re: Re: Shop Floor
Name:		MoparNorm
Date Posted:		Apr 1, 07 - 2:04 PM
IP Address:		71.110.253.134
Email:		moparnorm@hotmail.com
Message:		Without seeing the mix design, I can't say if you got stroked or not, but a 5,000 psi mix would not be possible without 1 1/2" aggregate AND about 8 sacks per yard, at a 2" slump. I've placed 4,800 psi mixes for defense work and they are NOT your ordinary run of the mill mix designs. At 4" thick, it would be nearly impossible to say that the slab is that strong, as thickness is also a factor in load the bearing capacity of a slab. 4" slab on grade is for tract houses and sidewalks, 5" over 2-3" base is starting to get serious and 6" over 6" base is a good strong shop slab for heavy trucks. Roadways that see truck usage out here get paving that is about 9" thick, placed upon an 12-15" base. MN
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Re: Re: Re: Re: Shop Floor by John/B · Apr 2, 07 - 12:43 PM

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