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CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />c�'�=-�f�--� rg- 8 �•• �•*� FOR PERMIT ISSUANCE <br />111B Wright Ave, u Verne, GA 91?GO <br />V. 900.396.051 93f F. 909.396. Tf 08 <br />TECHNICIAN'S FIELD REPORT <br />Specialized Testing Project No. STCR92742 Master ID: <br />Date: <br />DATE: 11/10/2023 ITYPE OF TEST: <br />Pressure <br />OB ADDRESS: '1801 E St Andrew Place, Santa Ana CA EQUIPMENT Coring Machinery / <br />92705 USED: Fisher K1-100 Pachometer <br />JOB NAME: TECHNICIAN <br />BEHR Paint NAME: Marco Macias <br />CLIENT NAME: Structural Engineering & Design, Inc. <br />AREA(S) CORED: Concrete Slab & Soils Tests <br />DESCRIPTION OF FIELD SERVICES <br />Specialized Testing drilled three (3) cores from a concrete slab to measure slab thickness. obtain compression sample and obtain <br />soil sample. The cores sampled will be tested for compressive strength. Slab was repaired. Attachment 1 presents project photos. <br />Attachment 2 present Compression Report. Attachment 3 presents Bearing Pressure Report. <br />TABLE 1 - SUMMARY <br />CORE <br />NOMINAL <br />CORE <br />SLAB THICKNESS <br />MOISTURE <br />NO. <br />LOCATION <br />DIAMETER <br />(IN) <br />CONDITIONING <br />COMMENTS <br />(IN) <br />HISTORY <br />Placed In Sealed Bag After <br />Compressive Strength Data To Be <br />Location #1 <br />4.00 <br />5.50 <br />Coring / Placed In Sealed Bag <br />Submitted In A Separate Report <br />After End Preparation <br />Placed In Sealed Bag After <br />Compressive Strength Data To Be <br />2 <br />Location #2 <br />4.0 <br />5.50 <br />Coring / Placed In Sealed Bag <br />Submitted In A Separate Report <br />After End Preparation <br />Placed In Sealed Bag After <br />Compressive Strength Data To Be <br />3 <br />Location #3 <br />4.0 <br />5.75 <br />Coring / Placed In Sealed Bag <br />Submitted In A Separate Report <br />After End Preparation <br />Geotechnical Findings - The subgrade soils immediately below the floor slab at referenced project may be designed for a maximum <br />allowable bearing capacity of 2.500 Ib/ft2. Report from Goetechnical company presented in Attachment 4. <br />TECHNICIAN SIGNATURE: <br />APPROVED BY: <br />SIGNED FOR THE COMPANY: <br />vazea xaeca" <br />Vince Benitez <br />Laboratory test reults reported herein were perfomed for Strucrutal Engineering & Design, Ins- By Specialized Testing, Inc. Specialized testing, Inc authored this report using <br />jobsite information. Specialized Testing, Inc. employs the field technician and the laboratory engineer. This report shall not be reproduced , except in full, without written <br />permission from Specialized Testing, Inc <br />Specialized Testing, Inc., 10600 Pioneer Bolevard. Suite G. Santa fe Springs. CA 90670 <br />