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  • Users: EngrSTR
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  1. EngrSTR

    Detention Pond by Rational Method

    Hi, Can someone please provide a good go-by or design reference for sizing a detention pond by rational method. its for a small 4 acre development.
  2. EngrSTR

    Site Surface Material

    We are working on a industrial site in West Texas. What surface fill is generally used for the entire site for light traffic such as pick up trucks and dump trucks. I was thinking of TxDOT item 247 Grade 1. it has following retained, 7/8"=10-35, 3/8"=30-50, No.4 =45-65, No.40=70-85. Has good mix...
  3. EngrSTR

    Area Light Pole Wind Zone

    We are designing a natural gas compressor station using Risk Category of IV per ASCE 7-10, wind speeds for the area is 120 mph. Per ASCE 7-10 wind speeds are 120 mph, but per AASHTO 2013 it is 90 mph. Which wind speeds should I use ?
  4. EngrSTR

    Reciprocating Compressor Foundation

    Hello Everyone, I'm involved in FEED phase of designing foundations for a Recip compressor. Compressor Data: Shipping Weight = 150,000 lbs Operating Weight = 300,000 lbs Dimensions = 44' x 16' For preliminary foundation design, per API 618, Recip compressor foundation to have a mass ratio of 5...

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