Laserfiche WebLink
mow <br />�—=l<l ari&Associates, Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 1 /13/2023 <br />PROJECT #: 09622652 <br />PROJECT: North Wall Retrofit <br />LOCATION: 2110 Hewitt Ave <br />KA P.M.: Jeff Mercer <br />CONCRETE <br />REPORT NO.: naa��as�cRniiz�z_er_u <br />CONTRACTOR: Bargeen's <br />PERMIT #: <br />INSPECTOR: Alan Gehri/Lucas Hummel <br />JURISDICTION: City of Everett <br />WEATHER: Cloudy TEMP: 50 ° <br />Field Data <br />Concrete: X 1 Other: <br />Supplier: Cadman Plant No. 32 Site Mix: <br />Slump Mix Air Unit <br />Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight <br />4:00 373 1350734 - 4.00 63 ° I 50 ° <br />Location: <br />Placement Area <br />Basement Wall at Northern entrance. Sample taken from east side <br />of pour. <br />Remarks: Mechanically consolidated on site, placed by pump, some mix placed <br />by wheelbarrow. <br />Please Refer To Field Repot Number: <br />Inspector: I Alan Gehri.Lucas Hummel <br />Laboratory Data Design Strength: 4000 @ 28 days <br />Reported Batch DATA <br />Cement Type PLC-D2L13 <br />Design Actual <br />Mix No.I P40TR4541 P40TR454 <br />Cem. Lbs. <br />F. Ash tbs. <br />C. Agg. Lbs <br />C. Agg. Lbs <br />C. Agg. Lbs <br />Sand tbs <br />Water <br />Admixture <br />Admixture <br />564 <br />569 <br />3/4: 1555 <br />1571 <br />3/8: 279 <br />283 <br />1252 <br />1309 <br />268 <br />393 <br />AEA:2oz <br />2oz <br />WRA:23oz <br />23oz <br />Air Ent. <br />( oz / cwt. ) <br />Water Added On Job Site <br />(Gals.) <br />Field Test <br />ASTM Method <br />C172 <br />C143 <br />I <br />C138 <br />C1064 <br />C231 <br />C31 <br />Other <br />Date Specimens Rec'd: j 1116/2023 <br />Cyl. <br />Code <br />Test <br />Date <br />Field <br />Cure <br />Age <br />Dia. <br />Area <br />Wt. <br /># <br />Max <br />Load <br />Comp. <br />Strength <br />Set <br /># <br />Tested <br />By <br />Brk <br />Typ <br />81103-1 <br />1120/23 <br />7 <br />4.00 <br />12.57 <br />- <br />50360 <br />4010 <br />1 <br />RCD <br />1 <br />81103-2 <br />2/10/23 <br />281 <br />4.00 <br />12.57 <br />- <br />65540 <br />5210 <br />1 <br />RCD <br />3 <br />81103-3 <br />2/10/23 <br />28 <br />4.00 <br />12.57 <br />- <br />63370 <br />5040 <br />1 <br />RCD <br />3 <br />81103-4 <br />2/10/23 <br />28 <br />4.00 <br />12.57 <br />- <br />66700 <br />1 5310 <br />1 1 <br />RCD <br />2 <br />81103-5 <br />2/10/23 <br />28 <br />4.00 <br />12.57 <br />- <br />64970 <br />1 5170 <br />1 1 <br />RCD <br />2 <br />Remarks: <br />Results Reviewed By: <br />h <br />t1 I '" �. �• , <br />Codes for Break Types: it <br />o <br />1 2 3 <br />Date: ) <br />4 5 <br />Offices Serving The Western United States <br />Concrete Report <br />ASTM C39 <br />ASTM C109 <br />ASTM C617 <br />ASTM C 1231 <br />ASTM C1019 <br />OTHER <br />Test Results <br />Conforming <br />6 <br />Effective 12/15/2020 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information previded on this report is prepared for the exclusive use of the client, and may not be reproduced In any formal without the wdben permission of the client and l<,z BAssociates. This report indicates our Inspector's obsevallon and testing results based on site conditions <br />and contractor achrities. This information is subject to review prior to final submittal, By signing this report. our Inspector does not —int responsibility for validity of results. The same information has been pr-ded by others m site. <br />