Laserfiche WebLink
Krazar: & Associates, Inc. <br />19501.144th Ave. NE #F-300 Woodinville, Wa 98072, (425) 485-5519 <br />Project'No. 09602004 Cyl. <br />Code 9991 Pour Date <br />2/1/02 Report No. 7636 <br />Weather Cloudy <br />Jurisdiction COE <br />Permit No. W/0 UT 2721 <br />Project Belt House #1 <br />Engineer <br />MWH <br />Location 35th St and Tulalip <br />Ave. Architect <br />Client City of Everett <br />Contractor <br />Pacific Crest Construction <br />Field Data <br />Site Mix <br />Reported Batch Data <br />Supplier Glacier <br />Plant No. <br />Cement Type 1/II <br />Concrete X Mortar <br />Grout . Flex Beams <br />Design Actual <br />Prisms Grouted <br />Ungrouted Other <br />Mix No. 3310 <br />Conic. Air <br />Cem.lbs. 564 <br />Temp. Temp. Unit <br />F. Ash lbs. <br />Time Truck # Ticket # <br />% Air Slump (F) (F) Wt. <br />10:20 335496 <br />6.0 5.0 65 40 <br />C. agg. lbs. (3/4) 1730 <br />C. agg. lbs. 2 <br />C.agg. lbs. 3 <br />Sand lbs. 1436 <br />.:---'--- <br />water 133 <br />-- <br />Placement Area <br />Admixture <br />Footings Walls <br />Columns Grade Beams <br />Other <br />Slab/Deck Slab X <br />Pilings Other <br />5.5 <br />Air Ent. (ozlcwt) <br />Grids Slab on grade for <br />mechanical/ control building. <br />Water Added on Job 5 <br />(gals.) <br />Remarks Concrete placed by pump and mechaniclly <br />consolidated. <br />Inspector Tuyen Tran <br />aboratory Data <br />Cyl. Test <br />Code Date <br />9991-1 2/8/02 <br />9991-2 3/1/02 <br />9991.3 <br />9991-4 <br />9991-5 <br />9991-6 <br />9991-7 <br />Remarks <br />Reviewed By <br />Items Inspected <br />X Conforming <br />Non -Conforming <br />Design Strength 4000 psi @ 28 days Date Specimens Rec'd. 2/4/02 <br />Field Wt. Max. Comp. Tested Break Test Method <br />Cure Age Dim. Area Lbs. Load Stir. (psi) Set # BY Type <br />7 6x12 28.26 99040 3,500 2 RM 1 ASTM C39 X <br />28 6x12 28.25 143830 5,090 2 CM 1 ASTM C1231 X <br />Other <br />Results Reviewed By <br />Codes for Break Types: <br />Compressive X <br />Flexural <br />Test Results <br />X Conforming <br />3 Non -Conforming <br />Date Reviewed <br />1. Cone / , 2. Cone & Split 3. Cone & Shear H <br />4. Shear E <br />5. Columnar (Split) <br />