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� CASCADE TESTING LAppRATORY, INC. <br /> TESTING G INSPEC71pN/ ENGWGERS/ GEOLOGISTS <br /> '12918 N E..'126TN P�,qpE KIRKLANO:�2OeJ 823-�JBOO SEAT'RE:�206�525-B7p0 <br /> KIRKL4N0.WASHNGTON OB03q FA%:�206�023-2203 EVERETf:�206�259-pA�7 <br /> November 6, 1991 ItLCeI'il_� <br /> Cert No. 9111-13 <br /> ;ll � • ' n � , � �h <br /> �,, i . <br /> Newland Construction Comgany � �.. • � <br /> P.O. Box 958 " <br /> Everett, Washington 98206 <br /> Attention: George t7ewland <br /> Reference: Warehouse Buildings <br /> 2410 & 2420 38th. Street <br /> Everett, Washington <br /> Gentlemen; <br /> In accurdance with your request we have visited the above noted <br /> locations to verify reinforcing steel placement of the reinforced <br /> masonry structure. <br /> The evaluation was performed by use of a Cover-Meter (Pacometer) as <br /> manufactured by Soiltest company. <br /> Verifcation of typical vertical reinforcing �;teel and bond beams <br /> was requested. <br /> The Cover-Pieter inclicates that the vertical reinforcing steel is <br /> located at generally twenty-four (24) inch centers, with bond <br /> beams at four (4) foot centers throughout the structures. <br /> We hope this will answer any questions you may have , if any should <br /> arise or we can be of further assistance please do not hesitate to <br /> give us a call. <br /> Respe� ully; <br /> CASC���//PJ�� TESTING LAI30RAT , INC. <br /> f/�!`��`�a.+�-V� � <br /> � "' � <br /> Dennis H. Stack <br /> Presi3ent <br /> ����� <br /> Kenneth B. Foot <br /> Laboratory Supervisor <br />