Foundation Stabilization and Repair/Expert Profile

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Any question regarding foundation repair, methods, new construction foundations,crawl space,soil retention walls,foundation maintenance, helical anchors and piers, push piers and resistance piers.

Experience in the area

37 years of construction experience, 23 years specifically in the foundation repair industry. 13 years as a foundation repair contractor, 10 years as a national training manager for several major steel pier manufacturers


Deep Foundations Institute


Nathan Hale High School, Tulsa, ok Oklahoma State University (no degree) Certified Installation Trainer with Several Manufacturers Licensed Insurance Adjuster - Texas

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    K = Knowledgeability    C = Clarity of Response    P = Politeness
Cory05/12/16101010Thanks i ended up putting an offer .....
Earl02/17/16101010Thanks so much. This sounds like excellent .....
Steve Morgan02/16/16101010Thanks very much for your answer. I .....
Duong05/29/15101010Thank you very much for your quick .....

Recent Answers from Randy Dikeman

2016-05-08 Floor slope:

Cory,  There could be a number of reasons for the conditions you note. Given the age of the structure it is possible that there was some initial settlement (not unusual)that may have ran its course and

2016-02-13 Crawl Space:

Steve,     Controlling humidity and moisture infiltration in a crawl space takes more than one effort.  The worst offenders for moisture infiltration are concrete block and stone foundation walls.  If

2016-02-08 House Shaking:

Earl,  Good morning and sorry for my slow response as I have been traveling on business.    Depending on the type of construction, slab (1st floor, crawl space or over basement)    there could be several

2015-12-20 crack in floors from east to west:

Margaret,    When you see cracks developing in tile over crawlspace construction there are several possibilities or reasons for the cracking. Could possibly be a lack of sufficient underlayment material

2015-05-28 Foundation cracking:

Duong,  There is no mention of settlement of the foundation,simply cracking. The cracking could be a result of either a lack of reinforcement steel within the foundation and/or possible degradation of


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