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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-2-13 ,- ...,.-. . . . / DAILY FIELD REPORT Date Performed: February 13, 2007 Report Number: 722-60359-60 Client: Mr. Eric Patterson Project Name: L1thia Toyota. Lithia Toyota Lube 360 East Jackson Street Project Location: 863 Main Street Medford. Oregon 97501 Springfield, Oregon P.O. No.: Permit No.: COM 06-0868 Type of Inspection: Structural Masonry Weather: Cloudy Quick Field Observations and Comments Performed visual inspection of reinforcing steel in the following locations: 5'4" to 8'4" elevation at interior masonry walls (oil room, compressor room, electrical room), Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was placed in accordance with approved design drawings and specifications. All cells were relatively clean and mortar projections are within the limits of the International Building Code. Perfonned continuou~, inspection during the placement of grout in the locations listed above. Grout was placed by pump and manuall,' consolidated. All cells were grouted solid. Note: grout truck ran out with approximately 4'x8" remaining over door at eas" interior wall. Contractor mixed one sack of mortar to finish pour at this location (PCL sand type S masonry mortar spec. mix) mixed with cement and pea gravel. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. Contractor was advised of all on-site results and asked to notify our office when additional services are needed. Tvoe of Material YrQlIt Supplier ES&G Mix# 17 Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) 2500 Number of Samples Total YardaQe Placed Inspector: Chris Thomason, ICC# 5069949.87 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, Professional Service Industries, Inc, ~:= Department Manager c: City of Springfield John Hyland Construction Doug Snider Architect Attachment: RFI THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CUENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDusmIEs, IS PROHIBITED. .~. Feb 14 2007 3:34PM . En~ i neer i n~ Group 541.218 Memo Dale: 14 February. 2007 To: Douglas Snider Arch~ect, P.C, 45 Hawthome Suite 1 Medford. OR 97504 Phone - 541-772-5203 Fax - 541-772-9438 From: Gary Froehlich. P.E. Project Af #: Re: Uthia ToyotD Quick Lube Building, 863 Main St. Spnngfield, OR E1374-2 Grout substitution The mason contacted us and infolTTled us that as they found that they were two and a half sacks of grout mix sho'rt while they ,were finishing the interior walls of the addition, They finished the last four feel of interior walls with a mix of the specified grout, portland cement, sand and pea gravel, This substibJtion is acceptable. Please contact Ben Unzy. project manager, if you have any ques~ons. Gary Froehlich. P.E, []arvftfilanaenoineerino.com C: David Shaw, John Hyland Construction p.2 ., GROUP A EGROUP C1VILa. STRUCTURAL ENGINEERING 1357 O::ak Street Suite"lOO Eugme. OR 9740! ph 54J ~I IB2 fn HI 341 IZl9 angcnginccring.c:ltll