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3201 SMITH AVE 10A BEZOS ACADEMY 2024-05-02
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3201 SMITH AVE 10A BEZOS ACADEMY 2024-05-02
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Last modified
5/2/2024 10:44:48 AM
Creation date
4/26/2024 11:19:50 AM
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Address Document
Street Name
SMITH AVE
Street Number
3201
Unit
10A
Tenant Name
BEZOS ACADEMY
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POST -INSTALLED ANCHORS REPORT <br />Report Number: M7221540.0001 <br />Service Date: 08/04/22 <br />Report Date: 08/09/22 <br />Client <br />Corti Construction, Inc <br />Attn: Ted Spicer <br />4024 148th Ave NE <br />Redmond, WA 98052 <br />Permit No.: B2206-063 <br />MAYES I lrerracon <br />20225 Cedar Valley Rd Ste 110 <br />Lynnwood, WA 98036-6365 <br />425-742-9360 <br />Project <br />Bezos Academy Everett <br />3201 Smith Ave <br />Everett, WA 98201 <br />Project Number: M7221540 <br />GENERAL INFORMATION <br />Performed inspection of epoxy for reinforcing steel in the slab edges at the Bezos Academy in Everett, WA. <br />Inspection was performed on the utility trench slab replacement reinforcing steel as shown on RFI 001. The <br />details for the reinforcing steel are shown on drawing S/2.01 notes and specify #5 bars placed at 12" on center <br />with 6" of embedment running north and south. Reinforcing for the east -west direction specifies #6 bars at 9" on <br />center with 8" of embedment. <br />The pre -drilled holes were cleaned to the epoxy manufacturer's specifications for Hilti HIT -RE 500 epoxy ESR <br />3814 (Batch No. 14969437 expiration 03/31/23). <br />There were (190) dowels placed in the utility trench infills at grid lines C-E/7.8 to 8.8, B-C/7.8 to 8.8 and 7/E-F. <br />COMPLIANCE STATEMENT <br />Based on our observations and testing, the above noted items appear to be in general accordance with the <br />project documents. <br />Services: Special Inspections / Materials Testing <br />Mayes/Terracon Rep.: Michael Virgilio <br />Reported To: Corti <br />Contractor: Corti Construction <br />Report Distribution: <br />(1) Corti Construction, Inc, Ted Spicer (1) City of Everett WA, Permit Services <br />(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc, Reviewed By: <br />Donna Pollard Todd Wirtz <br />Barry Tuttle <br />Project Field Manager <br />The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client <br />indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to <br />the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. <br />CT0001, 10-16-13, Rev.10 Page 1 of 1 <br />
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